| Paper | Title | Authors |
|---|
| PART 1: FRACTURE ENERGY, FRACTURE TOUGHNESS, AND SIZE EFFECT OF CONCRETE |
| 01-01 | Statistical aspects of quasibrittle size effect and lifetime, with consequences for safety and durability of large structures | Z. P. Bažant, J. L. Le and Q. Yu |
| 01-02 | Exploration of fracture characteristics, nanoscale properties and nanostructure of cementitious matrices with carbon nanotubes and carbon nanofibers | S.P. Shah, M.S. Konsta Gdoutos and Z.S. Metaxa |
| 01-03 | Surface energy and fracture energy | F. H. Wittmann, Z. Sun and T. Zhao |
| 01-04 | > Energy emissions from fracture of concrete: Acoustic, electromagnetic, piezonuclear | Carpinteri and G. Lacidogna |
| 01-05 | Misconceptions on variability of fracture energy, its uniaxial definition by work of fracture, and its presumed dependence on crack length and specimen size | Z. P. Bažant, Q. Yu, G. Cusatis, L. Cedolin and M. Jirásek |
| 01-06 | The toughness of imperial roman concrete | P. Brune, R. Perucchio, A.R. Ingraffea and M.D. Jackson |
| 01-07 | Fracture process zone development and energy dissipation during fracture in concrete wedge splitting specimens | V. Veselý, P. Frantík and S. Seitl |
| 01-08 | Relationship between GF and Gf | H. Eskandari Naddaf, S. Muralidhara, B. K. Raghu Prasad and B. V. Venkatarama Reddy |
| 01-09 | The effect of gamma radiation on the fracture properties of concrete | Y. Kitsutaka and K. Matsuzawa |
| 01-10 | Fracture energy of UHP FRC under direct tensile loading | K. Wille and A. E. Naaman |
| 01-11 | Fracture energy of high performance concrete submitted to high temperature | S. Djaknoun, E. Ouedraogo and A. Ahmed Benyahia |
| 01-12 | Acoustic and electromagnetic emissions related to stress induced cracks | G. Lacidogna, A. Manuello, A. Carpinteri, G. Durin, G. Niccolini, A. Schiavi and A. Agosto |
| 01-13 | Effect of loading condition, specimen geometry, size effect and softening function on double K fracture parameters of concrete | S. Kumar and S.V. Barai |
| 01-14 | Fracture mechanics of earlyage concrete | V.T.N. Dao, P.H. Morris and P.F. Dux |
| 01-15 | 3D tomographic imaging applied to split cylinder fracture | E. Landis, M. Bridges and J. Bolander |
| 01-16 | Fracture toughness of hydrated cement paste using nanoindentation | M. Reda Taha, E. Soliman, M. Sheyka, A. Reinhardt and M. Al Haik |
| 01-17 | Toughness indices of fiber reinforced concrete subjected to mode II loading | G. Appa Rao and A.S Rao |
| 01-18 | Experimental determination of mode II fracture toughness KIIc for joint grouting material by using electric properties | Q. H. Li, C. X. Yu and S. L. Xu |
| 01-19 | Effect of processing of tail section of tested curve on fracture energy of dam concrete | Z.F. Zhao, M.M. Zhu, B. Pang, L.J. Yang and Z.G. Zhao |
| 01-20 | Determination of size independent specific fracture energy and acoustic emission energy of concrete | R.Vidya Sagar and B.K.Raghu Prasad |
| 01-21 | Nonlocal boundary layer (NBL) model: overcoming boundary condition problems in strength statistics and fracture analysis of quasibrittle materials | Z. P. Bažant, J. L. Le and C. G. Hoover |
| 01-22 | A mesoscopic approach for a better understanding of the transition from diffuse damage to localized damage | La Borderie, C. Lawrence, T. D. N'Guyen and G. Nahas |
| 01-23 | Benchmark on the cracking simulation of reinforced concrete ties | L. Jason, C. La Borderie, C. Giry, B. Richard, M. Chambart and G. Thillard |
| 01-24 | Analysis of X ray tomographic images of concrete after severe triaxial loading | Poinard, Y. Malécot, L. Daudeville and E. Landis |
| 01-25 | Nonlocal damage based failure models, extraction of crack opening and transition to fracture | F. Dufour, G. Pijaudier Cabot and G. Legrain |
| 01-26 | Boundary effects in nonlocal damage model | G. Pijaudier Cabot, F. Dufour and A. Krayani |
| 01-27 | Cohesive overlapping crack model describing the size scale effects on the rotational capacity of RC beams in bending | M. Corrado, M. Paggi and A. Carpinteri |
| 01-28 | Application of digital image correlation to size effect tests of concrete | S. Yasir Alam and A. Loukili |
| 01-29 | Role of diagonal tension crack in size effect of shear strength of deep beams | Y. Tanaka, T. Shimomura and M. Watanabe |
| 01-30 | Size scale effects on minimum flexural reinforcement in RC beams: Application of the Cohesive Crack Model | Cadamuro, M. Corrado and A. Carpinteri |
| 01-31 | Scaling of fracture properties of fibre reinforced cement | C. Rieger and J.G.M. van Mier |
| 01-32 | Size effect on toughness property of strain hardening cementitous composite | S.L. Xu, L.J. Hou and X.F. Zhang |
| PART 2: CRACKING MECHANISM, SOFTENING, MICROMECHANICS AND CRACK WIDTH OF CONCRETE |
| 02-01 | A mixed mode model for fracture in concrete | L. O. Nielsen, J. F. Mougaard, J. S. Jacobsen and P. N. Poulsen |
| 02-02 | Macroscopic probabilistic modeling of concrete cracking: First 3D results | J. L. Tailhan, P. Rossi and S. Dal Pont |
| 02-03 | Modeling of multiple cracks in plain and reinforced concrete beams | K. M. Pervaiz Fathima and J. M. Chandra Kishen |
| 02-04 | Energy based fatigue crack propagation model for plain concrete | S. Ray and J. M. Chandra Kishen |
| 02-05 | Crack interaction and localization in tunnel linings | M. Nakano and Z. Shi |
| 02-06 | Particle discretization techniques for fracture simulation of concrete materials | Asahina and J. E. Bolander |
| 02-07 | A generalized discrete strong discontinuity approach | D. Diasda Costa, J. Alfaiate, L.J. Sluys and E. Júlio |
| 02-08 | Analysis of the dam foundation joint through the cohesive frictional crack model | Barpi and S. Valente |
| 02-09 | Combined approach based on the mechanical behavior and microstructural examinations for the fracture of concrete | Yildirim, O.N. Oktar, Y. Akkaya, O. Sengul and M.A. Tasdemir |
| 02-10 | Recent advances on self healing of concrete | E. Schlangen, H. Jonkers, S. Qian and A. Garcia |
| 02-11 | A fundamental explanation of softening | Jan G.. M. van Mier |
| 02-12 | Peridynamic and continuum models of reinforced concrete lap splice compared | W. Gerstle, N. Sakhavand and S. Chapman |
| 02-13 | 3D simulation of micromechanical behavior of cement paste | Z. Qian, G. Ye, E. Schlangen and K. van Breugel |
| 02-14 | Micromechanical estimation of hydro mechanical parameters in unsaturated microcracked concrete | Tognevi, B. Bary, and A. Delaplace |
| 02-15 | Investigation on time dependent fracture mechanism of mortar based on meso scale numerical approach | K. Matsumoto, Y. Sato and T. Ueda |
| 02-16 | Crack bridging behaviour of AR glass multifilament yarns embedded in cement based matrix Modelling of ageing effects | M. Butler and V. Mechtcherine |
| 02-17 | The influence of reinforcing bar on crack extension of concrete | Y. Zhu and S. L. Xu |
| 02-18 | Effect of fusion bonded epoxy coating and rib geometry on cracking of reinforced concrete | K.Pandurangan and G.Appa Rao |
| 02-19 | Cohesive force based GR crack extension resistance of concrete | X.F. Zhang and S.L. Xu |
| 02-20 | Snap through cracking in plastic concrete slabs | P.H. Morris, P.F. Dux and V.T.N. Dao |
| 02-21 | Post crack capacity of mechanically reinforced glass beams (MRGB) | J.H. Nielsen and J.F. Olesen |
| 02-22 | Measuring crack width and spacing in reinforced concrete members | S. Yasir Alam, T. Lenormand, A. Loukili and J.P. Regoin |
| 02-23 | Crack risk analysis in structural elements exposed to hygrothermal phenomena | Meda, G. Plizzari, C. Zanotti and S. Cangiano |
| 02-24 | Early age cracking in massive concrete structures: an active ring test to study the effects of reinforcement and construction joints | M. Briffaut, F. Benboudjema, G.. Nahas and J. M. Torrenti |
| 02-25 | Theoretical development of CP method in predicting expansive cement concrete cracking | Y.Ishikawa and T.Tanabe |
| 02-26 | A study on the cracks dispersible technique for R/C member | T. Tamura and Y. Kitazono |
| 02-27 | Effects of shore stiffness and concrete cracking on slab construction load | H.G. Park, H.J. Hwang, J.Y. Kim, G.H. Hong, J.H. Im and Y.N. Kim |
| PART 3: DYNAMIC FRACTURE, COMPUTATIONAL MODELING, DISCRETE MODELING AND FINITE ELEMENT ANALYSIS OF CONCRETE AND CONCRETE STRUCTURES |
| 03-01 | The dynamic fracture energy of concrete | J.Weerheijm and I.Vegt |
| 03-02 | The response of concrete structure under dynamic loadings: tools for seismic effects and impacts | J. Mazars, A. Rouquand and C. Pontiroli |
| 03-03 | Impact response of post tensioned and reinforced concrete members with an UHPFRC overlay | K. Habel |
| 03-04 | Fracture behaviour of high strength concrete at different loading rates | Ruiz, X. X. Zhang, E. Poveda, R. Porras and J. R. Viso |
| 03-05 | Crack velocities in high strength concrete at a wide range of loading rates | X. X. Zhang, R. C. Yu, G. Ruiz, M. Tarifa and M. Camara |
| 03-06 | Modeling the static dynamic fracture in reinforced concrete | R.C. Yu, L. Saucedo and G. Ruiz |
| 03-07 | Loading rate effect on notched flexural HSC beams | A.L. Rosa, R. C. Yu, G. Ruiz, J. L. A. O. Sousa and T. N. Bittencourt |
| 03-08 | Simulation models of concrete structures for multi disaster mitigation | X.Z.Lu, Y. Li, Z.W.Miao and S.C.Chen |
| 03-09 | A Comparative Study between Smeared and Embedded Crack Models for Finite Element Analysis of Reinforced Concrete Beams | A.L. Gamino, J.L.A.O. Sousa, O.L. Manzoli and T.N. Bittencourt |
| 03-10 | Discrete Element Model of Concrete under high confining pressure | V.T. Tran, F.V. Donzé and P. Marin |
| 03-11 | On a three dimensional lattice approach for modeling corrosion induced cracking and its influence on bond between reinforcement and concrete | P. Grassl and T. Davies |
| 03-12 | Analyses of pre and post peak behavior of deep beams failed in shear using 3D RBSM | Y.H. Gedik, H. Nakamura, M. Kunieda and Y. Yamamoto |
| 03-13 | Fracture analysis of strain hardening cementitious composites by means of discrete modeling of short fibers | M. Kunieda, K. Kozawa, N. Ueda and H. Nakamura |
| 03-14 | The lattice discrete particle model (LDPM) for the simulation of uniaxial and multiaxial behavior of concrete: recent results | G. Cusatis, A. Mencarelli, D.e Pelessone and J.T. Baylot |
| 03-15 | Discrete modeling of plastic cement paste subjected to drying | V. Slowik and J. W. Ju |
| 03-16 | Analysis of damage distribution in concrete specimens of varying sizes | H. K. Man and J. G.M. van Mier |
| 03-17 | Discontinuous cell method (DCM) for cohesive fracture propagation | G. Cusatis and E. Schauffert |
| 03-18 | Modeling of phase interfaces during precritical crack growth in concrete | J.E. Bolander and E. Landis |
| 03-19 | Static and fatigue failure simulation of concrete material by discrete analysis | K. Nagai and K. Matsumoto |
| 03-20 | Simulation of Concrete Fracture under Different Loading Rates Using Rigid Body Spring Networks | K. Kim, Y. M. Lim, S. Choi and J. E. Bolander |
| 03-21 | Combining finite/discrete element models: a post processing tool for fine cracks in concrete structures | Richard, L. Adelaide, A. Delaplace, F. Ragueneau and C. Cremona |
| 03-22 | 3D FE analysis of anchor channels and headed anchors under shear load close to the edge | P. Grosser, R. Eligehausen and J. Ožbolt |
| 03-23 | Integration of contact elements in RGIB module of the Finite Element software "CESAR LCPC": Application to concrete structures affected by internal swelling reactions | O. Omikrine Metalssi, V. D. Le, J. F. Seignol, S. Rigobert, P. Humbert and F. Toutlemonde |
| 03-24 | FEM simulation of a highly accurate impact echo method of PC grout simulation using a time domain signal | T. Iwamoto, K. Mori and I. Torigoe |
| 03-25 | Discrete modeling of structural elements | Delaplace, A. Tognevi and B. Bary |
| 03-26 | Stress compatible embedded cohesive crack in CST element | J.F. Olesen and P.N. Poulsen |
| 03-27 | Finite element study on bond behavior of steel bar and HSCC/HSFRCC | A.K.F. Cheung, C.K.Y. Leung and P. Kabele |
| 03-28 | Mesh dependency and related aspects of lattice models | M. Vo?echovský and J. Eliáš |
| 03-29 | A simplified XFEM approach for local enrichment | P.N. Poulsen and J.F. Olesen |
| 03-30 | Modelling concrete structures applying XFEM with a mixed mode constitutive model | J.F. Mougaard, P.N. Poulsen and L.O. Nielsen |
| 4: CONSTITUTIVE RELATIONS AND DAMAGES OF CONCRETE AND CONCRETE STRUCTURES |
| 04-01 | Anisotropic loading criterion for depicting loading induced anisotropy in concrete | Y. H. Lee, Y. S. Park, Y. T. Joo, W. J. Sung, and B. S. Kang |
| 04-02 | A database for prediction of the tension softening curve of concrete made from crushed andesite | Akita, H. Koide and H. Mihashi |
| 04-03 | An improved method to calculate the directions and weights in microplane Constitutive Model | W. Cheng and Z. Shen |
| 04-04 | Application of an anisotropic damage model to the prediction of early age cracking | L. Buffo Lacarrière and A. Sellier |
| 04-05 | Numerical modelling of concrete damage and fracture due to desiccation | H.B. Bian, L. Chen and J.F. Shao |
| 04-06 | Coupling creep and damage in concrete under high sustained loading | Saliba, F. Grondin and A. Loukili |
| 04-07 | Damage fracture coupling analysis of mode I crack in the concrete under high rate of loading | H.L. Wang, W.L. Jin, X.Y. Sun and Q.B. Li |
| 04-08 | Intergration of neural networks with NDE for concrete strength prediction | H.J.Kim, T.W. Park and L. Chung |
| 5: STRENGTH/FRACTURE TESTS, CREEP AND SHRINKAGE BEHAVIOR OF CONCRETE |
| 05-01 | On the application of the Double Edge Wedge Splitting Test to thermally damaged concretes to thermally damaged concretes | P. Bamonte and M. Lamperti |
| 05-02 | Coupled damage and creep behavior of concrete under sustained loading | Zheng and W. W. Li |
| 05-03 | Investigation of Porous Concrete through Macro and Meso Scale Testing | S. Agar Ozbek, J. Weerheijm and E. Schlangen |
| 05-04 | Comparison of stiff tension fracture test and notched beam level II fracture tests | W. Gerstle, L. R. Lenke, M. R. Taha, J. M. Magallanes, R. Martinez, J. S. Hays and A. S. Cabrera |
| 05-05 | Experimental study on the double k fracture parameters and brittleness of concrete with different Strengths | Wang, J.G. Dai, X.F. Zhang and S.L. Xu |
| 05-06 | Evaluation of the splitting tension test for concrete from a fracture mechanical point of view | V. Malárics and H.S. Müller |
| 05-07 | Measurement and characterization of mixed mode fracture in concrete | S. Jacobsen, P.N. Poulsen and J.F. Olesen |
| 05-08 | Effect of fracture behavior and height to diameter ratio on high strength concrete core specimens' compressive strength | S. Seko, S. Suzuki, Y. Ito and T. Kage |
| 05-09 | The characteristics of the biaxial flexure test for concrete | J. H. Kim, C. D. Thanh, G. Zi and H. Oh |
| 05-10 | The flexural toughness of round plastic fiber reinforced shotcrete specimens with ring supports | S. H. Han, S. D. Lee, J. U. Lee and I. C. Jin |
| 05-11 | Capillary shrinkage cracking Experiments and numerical simulation | V. Slowik, M. Schmidt and B. Villmann |
| 05-12 | Influence of temperature and composition upon drying of concretes | F. Brue, Y. Liang, N. Burlion, F. Skoczylas, X. Bourbon and G. Camps |
| 05-13 | Creep and effective stiffness of early age concrete slabs | H. G. Park, H. J. Hwang, J. Y. Kim, G. H. Hong, J. H. Im, and Y. N. Kim |
| 05-14 | Prediction of Time Dependent Effects in Prestressed Concrete | Yamini Sreevalli and G. Appa Rao |
| 05-15 | Prediction equation of drying shrinkage of concrete | K.Teranishi |
| 05-16 | Effect of heat curing at early age on drying shrinkage and microstructure of hardened cement pastes | Z.J. Kang, C.J. Wan, Q.Y. Yin, L.J. Liu, W. Zhang and Y.S. Wang |
| 6: BOND-SLIP BEHAVIOR, PULLOUT BEHAVIOR OF ANCHORS AND STUDS IN CONCRETE |
| 06-01 | A local bond stress slip model for reinforcing bars in self compacting concrete | P. Desnerck, G. De Schutter & L. Taerwe |
| 06-02 | Numerical investigation on bond behavior of corroded reinforcement | Fischer, J. Ožbolt and C. Gehlen |
| 06-03 | Rebar bond slip in diagonal tension failure of reinforced concrete beams | T. Hasegawa |
| 06-04 | Bond behavior of corroded reinforcing bar and ultra high toughness cementitious composites (UHTCC) | S. L. Xu and X. H. Cai |
| 06-05 | An experimental study on the effects of cracks on corrosion distribution and bond behavior of reinforcing bar | Kobayashi, K. Rokugo, K. Sugiki, T. Inaguma and S. Maruyama |
| 06-06 | Bearing angle model for bond of reinforcing bars to concrete | .C. Choi, H. J. Choi and G. H. Hong |
| 06-07 | Bond analysis model of deformed bars to concrete | O. C. Choi and S. Y. Yang |
| 06-08 | Behavior of anchor groups installed in cracked concrete under simulated seismic actions | P. Mahrenholtz and R. Eligehausen |
| 06-09 | Multi layer model for pull out behavior of post installed anchor | Saleem and T. Tsubaki |
| 06-10 | Push out tests on shear studs in high strength concrete | H. B. Shim, K. S. Chung, S. H. Jang, S. J. Park and J. H. Lee |
| 06-11 | 3D FE analysis of fasteners at elevated temperatures | G. Periški?, J. Ožbolt and R. Eligehausen |
| 06-12 | Experimental and analytical study on anchorage capacity between single pole tower and RC foundation | S. Saito, T. Kamimoto and K. Yui |
| PART 7: CORROSION AND CORROSION-INDUCED CRACKING INCONCRETE STRUCTURES |
| 07-01 | Relation between crack width and corrosion degree in corroding elements exposed to the natural atmosphere | Andrade, A. Muñoz and A. Torres Acosta |
| 07-02 | Open slip coupled model for simulating three dimensional bond behavior of reinforcing bar in concrete after corrosion | Shang, X. An, T. Mishima and K. Maekawa |
| 07-03 | Safety assessment and strengthening method for the structural concrete with corrosion induced cracking around anchorage zones | Chijiwa and K. Maekawa |
| 07-04 | Simplified assessment on structural performance of deteriorated concrete members | H. Yokota, E. Kato and M. Iwanami |
| 07-05 | Chloride diffusion in the cracked concrete | W.L. Jin, Y.D. Yan and H.L. Wang |
| 07-06 | Cracking of concrete cover in reinforced concrete under various corro sion distributions | S. Jang, S. Y. Jang, B. H. Oh, S. Shin, S. W. Yoo and M. K. Lee |
| 07-07 | Effect of crack control in hybrid fiber reinforced concrete composites on corrosion rate of steel reinforcing bars | C.P. Ostertag and J. Blunt |
| 07-08 | Cover cracking in RC columns subjected to reinforcement corrosion under sustained load | S. Jabbour and B. Martín Pérez |
| 07-09 | Study on the influencing factors of steel corrosion in cracked concrete | W. Tian, A. Volkwein and P. Schießl |
| 07-10 | Cracking corrosion ratio with respect to cracking of concrete cover | S. Jang, K. H. Kim, B. H. Oh, J. S. Kim, S. L. Lee and H. J. Lee |
| 07-11 | Crack propagation analysis due to rebar corrosion | H. Nakamura, K.K.Tran, K.Kawamura and M. Kunieda |
| 07-12 | Modeling of reinforcement corrosion in concrete | Vo?echovská and M. Vo?echovský |
| 07-13 | Investigations on the mechanism of concrete cover cracking due to reinforcement corrosion | Bohner, H.S. Müller and S. Bröhl |
| 07-14 | Modeling Formation of Cracks in Concrete Cover due to Reinforcement Corrosion | Michel, M. R. Geiker, H. Stang, J. F. Olesen and A. O. S. Solgaard |
| 07-15 | Numerical modeling of cracking of concrete due to corrosion of reinforcement Impact of cover thickness and concrete toughness | A.O.S. Solgaard, A. Michel, H. Stang, M. R. Geiker, C. Edvardsen and A. Küter |
| 07-16 | Degradation of reinforced concrete structures under atmospheric corrosion | Millard, V. Leyre and V. L'Hostis |
| 07-17 | A model for predicting time to corrosion induced cover cracking in reinforced concrete structures | C.H. Lu, R.G. Liu and W.L. Jin |
| 07-18 | Reliability based maintenance planning of RC bridges considering spatial variability of corrosion induced crack width | Rahai and A. Firouzi |
| PART 8: PERMEABILITY, ALKALI-SILICA REACTION, DURABILITY ANDLIFE-CYCLE MANAGEMENT OF CONCRETE STRUCTURES |
| 08-01 | Real time monitoring of concrete resistivity in cracking concrete | Boulay, S. Dal Pont and J.L.Tailhan |
| 08-02 | Experimental analysis and numerical simulation of permeability evolution in cracking concrete | H. Yang, Y. Liang, Y. Jia and J.F. Shao |
| 08-03 | Gas permeability of macro cracked concrete: effect of temperature and water saturation | W. Chen and F. Skoczylas |
| 08-04 | Comparison of chloride diffusion in nine months concrete specimens containing metakaoline and silica fume pozzolans. | Pargar, M. Valipour and M. Shekarchi |
| 08-05 | Chloride penetration resistance properties of concrete containing mineral admixtures | J. K. Yoo, B. Oh, S. J. Park and S. W. Kim |
| 08-06 | Modeling of expansion and cracking due to ASR with a 3D lattice model | Schlangen and O. Copuroglu |
| 08-07 | Reproduction of delayed ettringite formation (DEF) in concrete and relationship between DEF and alkali silica reaction | S. Hanehara and T. Oyamada |
| 08-08 | Applicability of concrete using different admixtures to PC structures and their effects on improving durability | S. Yoshida, T. Nawa, F. Taguchi, H. Watanabe |
| 08-09 | Study of the effect of alkali silica reaction on properties of concrete by means of conventional test methods and non destructive test methods | M.Hosein Eftekhar, S. R. Moghadam, M. Shekarchi and A.Mirdamadi |
| 08-10 | Prediction model for the weathering of sandstone based on fracture processes | Kotan and H.S. Müller |
| 08-11 | Numerical study in the influence of carbonation on the penetration of chloride into concrete | Y. Kim and J. K. Kim |
| 08-12 | Life cycle management of concrete structures with respect to reinforcement corrosion and concrete deterioration Part I: birth certificate | T.F. Mayer, C. Sodeikat and A. Schiessl Pecka |
| 08-13 | Life cycle management of concrete structures with respect to reinforcement corrosion and concrete deterioration Part II: monitoring | Sodeikat, A. Schiessl Pecka, T.F. Mayer and A. Schossmann |
| 08-14 | Influence of chemical degradation on the mechanical behaviour permeability coupling of an oil well cement paste under temperature | Yurtdas, S. Xie, J. Secq, N. Burlion, J.F. Shao and F. Rodot |
| 08-15 | A study on re deterioration of surface coated sluice structures due to frost damage | Naitoh and F. Taguchi |
| 08-16 | Cementitious composites during leaching and drying: X ray microtomography analysis of cracking pattern dependence on size of rigid inclusions | Peng, T. Rougelot, N. Burlion and D. Bernard |
| PART 9: FRACTURE PROCESS MONITORING AND MEASURING SENSORS INCONCRETE STRUCTURES |
| 09-01 | Monitoring corrosion induced cracks in concrete by acoustic | Y. Tomoda, K. Mori, Y. Kawasaki and M. Ohtsu |
| 09-02 | Visualization of internal defects in concrete structures by SIBIE | K. Matsuyama, M. Yamada and M. Ohtsu |
| 09-03 | Evaluation of ungrouted tendon ducts in prestressed concrete structure by SIBIE | M. Yamada, T. Okubo and M. Ohtsu |
| 09-04 | Quality evaluation of concrete aggregate by weibull distribution analysis of AE | S. Lizasa and M. Shigeishi |
| 09-05 | Acoustic emission visualization of micro cracks induced by pulsed discharge in concrete | N. Kencanawati, M. Shigeishi, T. Namihira, M. Ohtsu and K. Ohno |
| 09-06 | Detecting horizontal cracks in RC slabs with asphalt overlays using | T. Kamada, S. Uchida and K. Nakayama |
| 09-07 | Depth of through thickness crack in concrete estimated by impact echo | M. Tokai, T. Kurokawa and M. Ohtsu |
| 09-08 | Detection of cracks in concrete and evaluation of freeze thaw resistance using contrast X ray | M. Takeda and K. Otsuka |
| 09-09 | Stiffness estimation of RC bridges based on vehicle responses | Y. Oshima, K. Yamamoto and K. Sugiura |
| 09-10 | Damage identification of cracked concrete by X Ray computed tomography method | T. Suzuki, M. Aoki and M. Ohtsu |
| 09-11 | Quantified estimation of rebar corrosion by means of acoustic emission technique | T. Shiotani, M. Kunieda and N. Okude |
| 09-12 | Development of high accurate impact echo method and its application to filling evaluation of PC grout | K. Mori, I. Torigoe and T. Iwamoto |
| 09-13 | Crack detection using embedded cement based piezoelectric sensor | Y. Lu and Z. Li |
| 09-14 | AE monitoring of a two span model masonry arch bridge subjected to pier scour | S. Invernizzi, G. Lacidogna, A. Manuello and A. Carpinteri |
| 09-15 | Experimental investigation of compressive concrete elements confined with shape memory Ni Ti wires | Z. Mirzaee, M. Motavalli and M. Shekarchi |
| 09-16 | Monitoring hydration characteristics of cement paste by EMI method | R. Tawie, H.K. Lee, J. Min & C.B. Yun |
| PART 10: INTERFACE BEHAVIOR, DEBONDING PHENOMENA, AND RETROFITTING OF CONCRETE STRUCTURES |
| 10-01 | Interfacial Shear Bond Strength between Old and New Concrete | H C. Shin and Z. Wan |
| 10-02 | Relation of roughness parameters and tension softening diagram of concrete to concrete interface | Satoh, K. Yamada, S. Ishiyama and T. Homma |
| 10-03 | Determination of fracture parameters of concrete interfaces using DIC | S. G. Shah and J. M. Chandra Kishen |
| 10-04 | The characteristics of ITZ between function aggregate and cement paste | S. Hu, T. Yang and F. Wang |
| 10-05 | Interfacial bond slip behavior between CFRP plates and concrete | S. N. Hong, J. J. Shim, D. S. Yang, T. Kim and S. K. Park |
| 10-06 | Optimum treatment of PCM concrete interfaces | D.W. Zhang, H. Furuuchi, T. Ueda and F. Seiji |
| 10-07 | An analytical model for FRP concrete debonding based on an exponential softening law | Cornetti and Al. Carpinteri |
| 10-08 | Effect of hogging moment on FRP debonding from the substrate of concrete beams | J.L. Pan, T. C.F. Chung and C. K.Y. Leung |
| 10-09 | Debonding condition monitoring of a CFRP laminated concrete beam using piezoelectric impedance sensor nodes | S. Park, J. W. Kim, H. J. Chang and S. K. Park |
| 10-10 | Strength of RC beams enhanced by CFS with variable bond conditions | S. Y. Seo, H. D. Yoon, K. B. Choi and S. J. Yoon |
| 10-11 | Analysis of balanced double lap joints with a bi linear softening adhesive | S. Hansen, H. Stang and J. W. Schmidt |
| 10-12 | Reinforcement work carried out on the Todolella Parish Church after the collapse of a pilaster supporting the classical style dome; Castellon, Spain. | Martinez Boquera, A. Alonso Durá, R. Soler Verdu and A. Soler Estrela |
| 10-13 | Investigation on deformational behaviors in shear transfer section of reinforced concrete strengthened with CFRP sheets by X ray technique using contrast medium | Y.Koda, I. Iwaki, S. Nakamura, M. Suzuki, Y. Yaginuma and K. Otsuka |
| 10-14 | Mistakes in diagnostics and rehabilitation of concrete structures | F.Khestl and L. Žídek |
| 10-15 | Experimental study on the flexural behaviour of fibre reinforced concretes strengthened with steel and macrosynthetic fibres | N. Buratti, C. Mazzotti and M. Savoia |
| PART 11: HIGH PERFORMANCE CONCRETE AND SELF-CONSOLIDATING CONCRETE |
| 11-01 | Numerical simulation of heat transfer and moisture transport in high performance concrete at early age | Di Luzio, L. Cedolin and G. Cusatis |
| 11-02 | Statistical study on properties of high performance recycled aggregate concrete | B. T. Chen,Ta Peng Chang, T. R. Yang, Y. C. Chan and T. C. Hsiao |
| 11-03 | Variations in cracking resistance of self consolidating concrete at early age | S.H. Kwon, K. Choi, S.D. Cho and H.Y. Park |
| 11-04 | Experimental research on high fluidity and super high early strength concrete for cement pavement repairing | D.P. Chen, C.L. Liu and C. X. Qian |
| 11-05 | Verification of wet and dry packing methods with experimental data | M. Shekarchi, S. M. Mousavi, N. A. Libre and S. Soroush Nia |
| 11-06 | The use of T headed bars in high strength concrete members | J. M. Yang, K. H. Min, H. O. Shin and Y. S. Yoon |
| 11-07 | Development of high performance concrete and mock up test for mega foundation | S. M. Woo, S. Y. Jun, J. H. Lee, S. H. Cho and J. Y. Bea |
| 11-08 | The quality properties of self consolidating concrete using lightweight aggregate | Y. J. Kim, S. J. Jeon, M. S. Choi, Y. J. Kim and Y. W. Choi |
| 11-09 | Compressive strength and microstructural properties of light weight high strength cement mortar reinforced with eloxal. | J. Hemanth |
| 11-10 | Effects of Expanded Perlite Aggregate (EPA) on the mechanical behavior of Lightweight Concrete | V. Khonsari, E. Eslami and Ah. Anvari |
| 11-11 | Investigation on characteristics of high fluidity concrete for tunnel lining | O. Choi, G. B. Kim, W. Y. Choi, J. G. Jung and K. M. Lee |
| 11-12 | Properties of ultrarapid hardening polymermodified concrete with fi ber content | C. Lho, M. G. Joo, J. Y. Choi and K. H. Choi |
| 11-13 | Comparative study of nano SiO2 and silica fume on gas permeability of high performance concrete (HPC) | M. Valipour, A. Mirdamadi and M. Shekarchi |
| PART 12: FIBER REINFORCED CONCRETE |
| 12-01 | Correlation between tensile and bending behavior of FRC Composites with scale effect | D.J. Kim, A.E. Naaman and S. El Tawil |
| 12-02 | Shear strength of steel fiber reinforced lightweight concrete beams | T.H. K. Kang and W. Kim |
| 12-03 | Fracture simulation of fiber reinforced concrete by Visco Elasto Plastic suspension element method | Takashi and T. Yasuo |
| 12-04 | Simulation of tensile performance of fiber reinforced cementitious composite with fracture mechanics model | Zhang, C. K.Y. Leung and Y. Gao |
| 12-05 | Shear resistance of ultra high performance fibre reinforced concrete I beams | Baby, J. Billo, J. C. Renaud, C. Massotte, P. Marchand, F. Toutlemonde, A. Simon and P. Lussou |
| 12-06 | Methodology of modeling fiber reinforcement in concrete elements | Stroeven |
| 12-07 | Fibre matrix interface properties in a wood fibre reinforced cement matrix | M. G. Sierra Beltran and E. Schlangen |
| 12-08 | Fuzzy logic model of fiber concrete | Kohoutková, P. Štemberk and N.Pokorná |
| 12-09 | Modeling of UHPFRC I beam with linear complementarity problem | Y. H. Guo and S.M. Han |
| 12-10 | Evaluation of shear carried by steel fibers in reinforced concrete beams with steel fibers | Watanabe, P. Jongvivatsakul, J. Niwa and T. Kimura |
| 12-11 | Fiber reinforced concrete characterization through round panel test Part I: experimental study | Minelli and G.A. Plizzari |
| 12-12 | Fiber reinforced concrete characterization through round panel test Part II: analytical and numerical study | Minelli and G.A. Plizzari |
| 12-13 | Unified model for mixed mode fracture of steel fibre reinforced concrete | T.N.S. Htut and S.J. Foster |
| 12-14 | Effectiveness of Steel Fibers as a Crack Controller: Assessment using Shear Panel Tests | Susetyo, P. Gauvreau and F.J. Vecchio |
| 12-15 | Physical and mechanical properties of ultra high strength fiber reinforced cementitious composites | Magureanu, I. Sosa, C. Negrutiu and B. Heghes |
| 12-16 | Ultra high strength fiber reinforced concrete using aramid fiber | Y. Uchida, T. Takeyama and T. Dei |
| 12-17 | Effect of short fibres on fracture behaviour of textile reinforced concrete | Barhum and V. Mechtcherine |
| 12-18 | Mode I and II fracture behaviour of steel fibre reinforced high strength geopolymer concrete: an experimental investigation | T.S. Ng, T.N.S. Htut and S. J. Foster |
| 12-19 | Long term behaviour of cracked SFRC beams exposed to aggressive environment | N. Buratti, C. Mazzotti and M. Savoia |
| 12-20 | Optimum design of normal and high strength SFRCs: Limit states and performance classes | Yalcin, C. Tasdemir, M. A. Tasdemir, I. Gokalp and M. Yerlikaya |
| 12-21 | Fracture properties of high strength steel fiber concrete | W. J. Kim, M. S. Kwak and J. C. Lee |
| PART 13: STRAIN HARDENING CEMENTITIOUS COMPOSITES AND HIGH PERFORMANCE FIBER REINFORCED CEMENTITIOUS COMPOSITES |
| 13-01 | Tension tests and structural applications of strain hardening fiber reinforced cementitious composites | K. Rokugo |
| 13-02 | Identification of the stress crack opening behavior of HPFRCC: the role of flow induced fiber orientation | Ferrara, M. di Prisco and M.G.L. Lamperti |
| 13-03 | Engineered cementitious composites with low volume of cementitious materials | J. Zhou, S. Qian, G. Ye and K. van Breugel |
| 13-04 | Fracture behavior of steel reinforced UHP SHCC under axial tension | Kunieda, M. Hussein, N. Ueda and H. Nakamura |
| 13-05 | Crack width control of reinforced concrete one way slabs utilizing expansive strain hardening cement based composites (SHCCs) | H.D. Yun, S.W. Kim, Y.O. Lee, T. Izuka, Y. Sakaguchi, K. Rokugo and S.C. Lim |
| 13-06 | Flexural performance of extruded ECC panel | Y. Y. Kim, B. Y. Lee, B. C. Han and C. G. Cho |
| 13-07 | Double edge wedge splitting test: preliminary results | M. di Prisco, M. G. L. Lamperti and S. Lapolla |
| 13-08 | Durability of SHCC under imposed strain | H. Wittmann, P. Zhang, T. Zhao and L. Tian |
| 13-09 | Fundamental properties of shrinkage cracking of high performance fiber reinforced cement based composites | K. Kirikoshi and H. Mihashi |
| 13-10 | Experimental investigation for ECC improving shrinkage crack resistance and workability | Kanda, S. Nagai and M. Maruta |
| 13-11 | Constitutive relationships for Strain Hardening Cement based Composites (SHCC) subjected to tensile loading | Jun and V. Mechtcherine |
| 13-12 | Relating tensile properties with flexural properties in SHCC | Qian, V. C. Li and J. Zhou |
| 13-13 | Study on size effect in bending behavior of ECC | K. Asano,T. Kanakubo and T. Matsushima |
| 13-14 | Shear transmission on crack surface of ECC | Kanakubo, K. Shimizu, S. Nagai and T. Kanda |
| 13-15 | Effects of fluidity and placing method of HPFRCC on tensile performance test results | N. Morii, S C. Lim, Y. Yamada and K. Rokugo |
| 13-16 | Crack formation and tensile stress crack opening behavior of fiber reinforced cementitious composites (FRCC) | E.B. Pereira, G. Fischer, J.A.O. Barros and M. Lepech |
| 13-17 | Durability performance of UFC Sakata Mira Footbridge under sea environment | Y. Tanaka, H. Musha, S. Tanaka and M. Ishida |
| 13-18 | Recent innovative application of UFC bridges in Japan | Y. Tanaka, A. Ohtake, H. Musha and N. Watanabe |
| 13-19 | Experimental investigation for ECC in applying to repairing water proofing structures | T. Kanda, N. Sakata, M. Hiraishi, M. Fujishiro and M. Tokashiki |
| 13-20 | Measurement of movement in multi layer sprayed lining using high performance fiber reinforced cement composite (HPFRCC) with multiple cracks | M. Moriyama, N. Morii, M.Horita and K. Rokugo |
| 13-21 | Landscaping of ASR cracked retaining wall using HPFRCC shotcretes and observation over 5 years | K. Rokugo, N. Morii, S C. Lim, T. Kanda and N. Sakata |
| 13-22 | An analytical study on the stress strain relation of PVA ECC under tensile fatigue | K. Kakuma, T. Matsumoto. T. Hayashikawa and X. He |
| 13-23 | Behavior of concrete members constructed with SHCC/GFRP permanent formwork | Yu, C. K.Y. Leung and Q. Cao |
| 13-24 | Shear strength and deformation capacity of dampers with SHCC | Suwada and H. Fukuyama |
| PART 14: RESPONSES OF CONCRETE STRUCTURES UNDER IMPACT, DYNAMIC, BLAST, FIRE, HIGH TEMPERATURE, AND FATIGUE LOADINGS |
| 14-01 | Response of concrete members to impact loading | H.W. Reinhardt and J. Ožbolt and V. Travaš |
| 14-02 | Blast loading response of ultra high performance concrete and reactive powder concrete slabs | J.H.J. Kim, N.H. Yi, I.S. Oh, H.S. Lee, J.K. Choi and Y.G. Cho |
| 14-03 | Behaviors of FRP sheet reinforced concrete to impact and static loading | K. H. Min, S. H. Cho, D. Y. Yoo and Y. S. Yoon |
| 14-04 | An analytical study on the impact of hollow shapes in bi axial hollow slabs | H. Chung, J. H. Park, H. K. Choi, S. C. LEE and C. S. CHOI |
| 14-05 | Dynamic response of a seven wire strand during two different detensioning procedures | S. J. Lee, G. Zi, D. Y. Moon, J. H. Kim and G. Kim |
| 14-06 | Field falling impact test and numerical study for constituting impact resistant design of arch type RC structures | A.Q.Bhatti, Aamir Mehmood, Abid Dastgir and Norimitsu Kishi |
| 14-07 | Slope constraint of accumulated number of switching for the control of semi active control system | S. Shin, J. W. Joung and L. Chung |
| 14-08 | Effect of polymer fibres inclusion in fire spalling of ultra high performance concrete | Missemer, E. Ouedraogo, Y. Malécot, D. Rogat and C. Clergue |
| 14-09 | Effect of aggregates morphology on the THM behaviour of concrete at high temperatures | T.T.H. Le, H. Boussa and F. Meftah |
| 14-10 | Fire resistance of tunnel concrete depending on various heating curves and fire resistance methods | C.G. Han, M.C. Han, J.S. Lee and C.Y. Lee |
| 14-11 | The effect of high temperature on color and residual compressive strength of concrete | J. Lee, K. Choi and K. Hong |
| 14-12 | Can microsilica improve concrete in terms of fatigue behavior | S. Seitl, V. Bílek, Z. Keršner and L. ?outil |
| PART 15: BEAMS, COLUMNS, WALLS, DEEP BEAMS, AND STRUCTURAL APPLICATIONS |
| 15-01 | Experimental study on the ultimate strength of R/C curved beam | T. Tamura and H. Murata |
| 15-02 | b value of plain concrete beams based on AE Quanta | S. Muralidhara, H. Eskandari, B.K. Raghu Prasad and R.K. Singh |
| 15-03 | Experimental and numerical study towards a deformation based seismic assessment of substandard exterior R.C. beam column joints | Genesio, R. Eligehausen, A. Sharma and S. Pampanin |
| 15-04 | Compression splice length in confined concrete | S. C. Chun, S. H. Lee, and B. Oh |
| 15-05 | Cracking of walls of brittle granular materials under prestress | T. Tsubaki, D. Zangmo and M. Saleem |
| 15-06 | Study on seismic behavior of concrete composite bearing wall | Z. Chen, W. Zhang and X. Shen |
| 15-07 | Performance enhancement effect of unreinforced masonry walls using sprayable ECC | B. I. Bae, B. K. Park, H. K. Choi and C. S. Choi |
| 15-08 | Evaluation of Experimental work on High Strength Concrete Deep Beam with various Opening Size and Locations | J. H. Doh, T. Yoo and H. Guan |
| 15-09 | Effect of depth and distribution of horizontal shear reinforcement on shear strength and ductility of RC deep beams | Appa Rao and B.S.R.K. Prasad |
| 15-10 | Prediction of size dependent strength of reinforced concrete deep beams using strut and tie model | R. Sundaresan and G. Appa Rao |
| 15-11 | Pre and post cracking behavior of steel concrete composite deck subjected to high cycle load | Fujiyama, K. Maekawa and E. Gebreyouhannes |
| 15-12 | Shear strength of interior slab column connections | K. K. Choi and H. G. Park |
| 15-13 | Current research activities in precast concrete structures in Singapore | C. G. Ong, Z. Wang and K. Myint Lay |
| 15-14 | Design concept of spliced holed web post tensioned concrete girders | Y. Han, Y. S. Jeon, S. Choi and H. K. Kim |
| 15-15 | Failure behavior characteristics of box culvert using 3 axes loading system | S. K. Woo, J. H. Jo and Y. G. Kwon |
| 15-16 | Cracking analysis of brick masonry arch bridge | J. M. Chandra Kishen and Ananth Ramaswa |
