| Paper | Title | Authors |
|---|
| 001 | 3D Fatigue Analysis of RC Bridge Slabs and Slab Repairs Fiber Cementitious Materials. | P. Suthiwarapirak and T. Matsumoto |
| 002 | 3D FE Analysis of Anchor Bolts with Large Embedment Depths | J. O.bolt, R. Eligehausen, G. Peri.kic, and U. Mayer |
| 003 | 3D Meso-Structural Analysis of Concrete Specimens Under Uniaxial Tension | A. Caballero, C. M. Lopez, and I. Carol |
| 004 | A Coupled Hygro-Chemo-Mechanical Damage Model for ASR-Affected Concrete | F. Bangert and G. Meschke |
| 005 | A Discrete Strong Embedded Discontinuity Approach | J. Alfaiate and L. J. Sluys |
| 006 | A Dynamically Consistent Dispersive Gradient-Enhanced Continuum Model | H. Askes and V. Metrikine |
| 007 | A Fiber Optic Sensor for Cracks in Concrete Structures | C. K. Y. Leung, K. T. Wan, and Y. Jiang |
| 008 | A Fracture Mechanics Approach to Over-Reinforced Concrete Beams | A. Carpinteri, G. Ferro, and G.Ventura |
| 009 | A Model for Concrete Perforation Based on the Concept of Drilling Strength | M. Borri Brunetto, A. Carpinteri, and B. Chiaia |
| 010 | A New Technique for Characterization of Early-Age Cracking of Mortars | V. Lamour, A. Haouas, M. Moranville, and R. Schell |
| 011 | An Elastic Plastic Damage Formulation for the Behavior of Concrete | L. Jason, G. Pijaudier-Cabot, A. Huerta, R. Crouch, and S. Ghavamian |
| 012 | An Embedded Cohesive Crack Model for Finite Element Analysis of Concrete Fracture. | J. M. Sancho, J. Planas, and D. A. Cendon |
| 013 | An Experimental Study on FRP-Concrete Delamination | C. Mazzotti, B. Ferracuti, and M. Savoia |
| 014 | An Open System Approach Towards the Simulation of Chemomechanically Induced Concrete Failure | E. Kuhl, A. Menzel, and P. Steinmann |
| 015 | An Optimum Design for Steel Fiber Reinforced Concretes Under Cyclic Loading | F. Bayramov, T. Aydoner, A. Ilki, C. Tasdemir, and M. A. Tasdemir |
| 016 | Analysis of Shear Capacity of Brittle Lightweight Concrete Beams Using Interface Elements | H. D. Basche, I. Rhee, K. J. Willam, and B. P. Shing |
| 017 | Asymptotic Analysis of Boundary-Effect on Strength of Concrete | K. Duan and X. Hu |
| 018 | Bond of RC Members Using Nonlinear 3D FE Analysis | S. Lettow, J. O.bolt, R. Eligehausen, and U. Mayer |
| 019 | Boundary Effect on Specific Fracture Energy of Concrete | K. Duan, X. Z. Hu, and F. H. Wittmann |
| 020 | CARDIFRCR.Properties and Application to Retrofitting | S. D. P. Benson, B. L. Karihaloo, and F. J. Alaee |
| 021 | Cohesive Zone Modeling of Fracture in Irregular Lattices | J. E. Bolander and S. Berton |
| 022 | Combining Experimental and Numerical Methods for the Safety Evaluation of Existing Concrete Structures | V. Slowik |
| 023 | Comparative Study of Fracture Mechanical Test Methods for Concrete. | L. Ostergaard and J. F. Olesen |
| 024 | Composite Damage Mechanics and Applications to Modeling of Degradation of Concrete | M. Eskandari-Ghadi, Y. Xi, and S. Sture |
| 025 | Computational Analysis of the Size Effect in Concrete Fracture Using Gradient Plasticity | J. Chen, H. Yuan, and F. H. Wittmann |
| 026 | Computational Aspects of Concrete Fracture Simulations in the Framework of the SDA.. | C. Feist and G. Hofstetter |
| 027 | Continuum Strong Discontinuity Approach to Fracture of Concrete | J. Oliver, A. E. Huespe, M. D. G. Pulido, and S. Blanco |
| 028 | Continuum-Micromechanics Approach for Determination of Autogenous Shrinkage of Cement-Based Materials | C. Pichler, R. Lackner, and H. A. Mang |
| 029 | Cracked Concrete Structures Under Cyclic Load. | F. Barpi and S. Valente |
| 030 | Creep Load Influence on the Residual Capacity of Concrete Structure: Experimental Investigation | M. Omar, K. Haidar, A. Loukili, and G. Pijaudier-Cabot |
| 031 | Creep Modelling of Ductile Fibre Reinforced Composites | W. P. Boshoff and G. P. A. G. van Zijl |
| 032 | Damage Diagnosis and Life-Time Assessment of Concrete and Masonry Structures by an Acoustic Emission Technique. | A. Carpinteri, G. Lacidogna, and N. Pugno |
| 033 | Damage-Tolerant Cement-Based Materials for Performance-Based Earthquake Engineering Design: Research Needs | S. L. Billington |
| 034 | Design of Channel Bars Under Shear Load | M. Potthoff, Y. Grewin, and R. Eligehausen |
| 035 | Designing Strengthening of Structures Given the Uncertainty of Fracture Mechanics | A. de Boer and P. H. Waarts |
| 036 | Determination of Double-G Energy Fracture Criterion for Concrete Materials | Z. Yanhua and X. Shilang |
| 037 | Determination of Softening Curves Backward Analyses of Experiments and Optimization Using an Evolutionary Algorithm | B. Villmann, T. Villmann, and V. Slowik |
| 038 | Double-K Parameters and the Cohesive-Stress-Based KR Curve for the Negative Geometry | S. Xu and H. W. Reinhardt |
| 039 | Dynamic Analysis of a Reinforced Concrete Structure Using Plasticity and Interface Damage Models | I. Rhee, K. J. Willam, and B. P. Shing |
| 040 | Effect of Fiber Fatigue Rupture on Bridging Stress Degradation in Fiber Reinforced Cementitious Composites | T. Matsumoto, P. Chun, and P. Suthiwarapirak |
| 041 | Effect of Fiber Reinforcement on the Response of Structural Members | G. Fischer and V. C. Li |
| 042 | Effect of Interfacial Transition Zone and Aggregates on the Time-Dependent Behavior of Mortar and Concrete | F. Benboudjema, E. Guillon, and J.-M. Torrenti |
| 043 | Effect of Perlite Addition on Fracture Properties of Discontinuous Fiber-Reinforced Cementitious Composites Manufactured Extrusion Molding | H. Takashima, H. Nishimatsu, K. Miyagai, and T. Hashida |
| 044 | Embedded Rough Surfaces in a 3D Constitutive Model for Concrete. | S. C. Hee, A. D. Jefferson, and T. Bennett |
| 045 | Enhanced 3D Multifibre Beam Element Accounting for Shear and Torsion | G. Casaux, Fr. Ragueneau, P. Kotronis, and J. Mazars |
| 046 | Experimental and Numerical Analyses of FRC Slabs On Grade | B. Belletti, R. Cerioni, A. Meda, and G. A. Plizzari |
| 047 | Experimental and Numerical Analysis of Discrete Damage Processes and Fluid Transport in Porous Materials | J. Carmeliet, S. Roels, and K. de Proft |
| 048 | Experimental Investigation of Fatigue in a Steel-Concrete Interface | R. Walter, B. H. Jansen, M. R. Ostergaard, and J. F. Olesen |
| 049 | Experimental Study on The Influence of the Rebar Arrangement and of the Shape of the Cross-Section on the Fracture of LRC Beams | G. Ruiz and J. R. Carmona |
| 050 | Failure Characterisation in Regularised Media. | A. Simone, H. Askes, and L. J. Sluys |
| 051 | Failure Mechanism of Concrete Under Biaxial Fatigue Load | B. Mu and S. P. Shah |
| 052 | Formation and Propagation of Cracks in Cement-Based Repair Systems Induced by Drying Shrinkage | I. Burkart, V. Mechtcherine, and H. S. Muller |
| 053 | Formation of Eigenstress and Cracks Due to Autogenous Shrinkage | E. Schlangen, E. A. B. Koenders, and K. van Breugel |
| 054 | Fracture Analyses of Walls Under Non-Proportional Loadings | M. Boonpichetvong and J. G. Rots |
| 055 | Fracture Analysis of the Debonding Between FRP and Concrete Using Digital Image Correlation | M. Ali-Ahmad, K. Subramaniam, and M. Ghosn |
| 056 | Fracture Behaviors of Cementitious Materials and Renewed RC Box Culverts | S. Ishiguro, M. Ishii, T. Nonaka, and H. Nakagawa |
| 057 | Fracture Mechanical Behaviour of Lightweight Aggregate Concrete | F. Dehn |
| 058 | Fracture Mechanics in the Design of Precast Connections | M. di Prisco, F. Iorio, M. Mauri, and M. Scola |
| 059 | Fracture Properties of Concrete Exposure To Delayed Ettringite Formation | C. Rocco, F. Giangrasso, L. Bergol, G. Di Pace, and J. Planas |
| 060 | Fracture Studies on Notched Concrete Disc Specimens at Various Sizes | O. F. Eser, M. A. Tasdemir, H. N. Atahan, and S. Akyuz |
| 061 | Fracturing Material Models Based on Micromechanical Concepts: Recent Advances | Z. P. Bazant, F. C. Caner, L. Cedolin, G. Cusatis, and G. Di Luzio |
| 062 | Heat Influence on Micromechanical Properties of Cement Pastes | J. N.me.ek, L. Kopecky, and Z. Bittnar |
| 063 | High-Velocity Impact Resistance of Hybrid-Fiber Engineered Cementitious Composites | M. Maalej, J. Zhang, S. T. Quek, and S. C. Lee |
| 064 | Homogenization Analysis of Calcium Leaching in Concrete: A Separation of Scales Approach | V. H. Nguyen, B. Nedjar, H. Colina, and J. M. Torrenti |
| 065 | Homogenized Crack Model for Finite Element Analysis of Concrete Fracture. | H.-W. Song, C.-S. Bang, J.-W. Nam, and K.-J. Byun |
| 066 | Horizontal and Slanting Reinforced Concrete Slabs for Structurally Dissipating Rock-Shed: Experimental Analysis | M. Mommessin, A. Agbossou, F. Delhomme, J. P. Mougin, and N. Henriet |
| 067 | Hydrate Dissolution Influence on the Young's Modulus of Cement Pastes | S. Kamali, M. Moranville, E. Garboczi, S. Prene, and B. Gerard |
| 068 | Influence of Aggregate Grading Upon Concrete Tensile Strength: A Stereological Analysis | A. Carpinteri, P. Cornetti, and S. Puzzi |
| 069 | Influence of Concrete Material Ductility on the Behavior of Stud Shear Connection | S. Qian, Y. Yong Kim, and V. C. Li |
| 070 | Influence of Freeze-Thaw Micro-Cracks on Tension Stiffening Material Parameters for Reinforced Concrete | L. Petersen, L. Lohaus, and M. A. Polak |
| 071 | Interfacial Fracture Parameters & Size Effect in Concrete-Concrete Cold Joints | P. Subba Rao and J. M. Chandra Kishen |
| 072 | Large Displacement Modeling for Dynamic Failure of Concrete Structure. | A. Delaplace and A. Ibrahimbegovic |
| 073 | Local Bond Stress-Slip Law and Size Effect in High-Bond Bars | P. Bamonte, D. Coronelli, and P. G. Gambarova |
| 074 | Localized Fracture of Repair Material in Patch Repair Systems | M. Kunieda, T. Kamada, K. Rokugo, and J. E. Bolander |
| 075 | Mechanical Influences of Drying: Experimental Analysis on a Mortar | I. Yurtdas, N. Burlion, and F. Skoczylas |
| 076 | Mesolevel Analysis of Fracture Tests for Concrete | G. Cusatis, M. Polli, and L. Cedolin |
| 077 | Mitigation of Expansive Alkali Silica Reaction with Microfibers | C. P. Ostertag and C. K. Yi |
| 078 | Modelling the Mechanical Evolution of a Chemically Degraded Cement Paste at the Microstructure Scale. | E. Guillon, F. Benboudjema, and M. Moranville |
| 079 | Multi-Scale Poro-Elastic Properties of Cement-Based Materials | G. Constantinides and F. J. Ulm |
| 080 | Non Local Damage Model with Evolving Internal Length: Motivations and Applications Coupled Problems | G. Pijaudier-Cabot, K. Haidar, M. Omar, and A. Loukili |
| 081 | Non-Destructive Evaluation of Interface Fracture Between Matrix and Aggregate | T. Wilhelm, O. Kroggel, and P. Grubl |
| 082 | Nonlinear Simulation and Damage Assessment of an Historical Masonry Tower | A. Carpinteri, S. Ivernizzi, and G. Lacidogna |
| 083 | Non-Local Damage Modeling of High Performance Concrete Exposed To High Temperature | L. Ferrara and R. Felicetti |
| 084 | Normal/Shear Cracking of Brickwork Masonry. | E. Reyes, M. J. Casati, and J. C. Galvez |
| 085 | Numerical modeling of prestressed fiber reinforced high performance concrete beams subjected to shear | P. Riva, Minelli, F. |
| 086 | Numerical Modeling of Rockfall Impacts on Reinforced Concrete Slabs for the Design of New Rock Sheds | Ph. Berthet-Rambaud, J. Mazars, and L. Daudeville |
| 087 | Numerical Study on Mechanism of Diagonal Tension Failure of Reinforced Concrete Beams | T. Hasegawa |
| 088 | On Mesh Bias of Local Damage Models for Concrete | P. Grassl and M. Jirasek |
| 089 | On Size Effect in Tension of SFRC Thin Plates | M. di Prisco, R. Felicetti, M. G. L. Lamperti, and G. Menotti |
| 090 | Optimizing Fracture Toughness of Matrix for Designing Ductile Fiber Reinforced Cementitious Composites | H. Mihashi, J. P. de Barros Leite, S. Yamakoshi, and A. Kawamata |
| 091 | Origin of Chloride Diffusivity of Cement Pastes.A Scale Transition Analysis | P. Pivonka, D. Smith, and C. Hellmich |
| 092 | Over-Nonlocal Microplane Model M4: Mode I Fracture Simulations | G. Di Luzio |
| 093 | Parameter Identification of Computational Fracture Models. | C. Iacono, L. J. Sluys, and J. G. M. van Mier |
| 095 | Plastic-Damage Model for Concrete in Principal Directions | S. Ananiev and J. O.bolt |
| 096 | Rate Dependent Interface Model Formulation for Quasi-Brittle Materials | G. Etse, R. Lorefice, A. Carosio, and I. Carol |
| 097 | Rate Effect of Concrete with a Simplification of Crack Interaction | Z. Dan and L. Qingbin |
| 098 | Realistic Prediction of Post-Cracking Behavior for New Structural Synthetic Fiber Reinforced Concrete Beams | B. H. Oh, J. C. Kim, D. K. Park, and Y. C.Choi |
| 099 | Reality Behind Fictitious Cracks? (Unavailable per author request) | J. G. M. van Mier |
| 100 | Representative Volume Size as a Macroscopic Length Scale Parameter. | I. M. Gitman, H. Askes, and L. J. Sluys |
| 101 | Residual Fatigue Life of RCC: Deterministic & Probabilistic Approach | T. Sain and J. M. Chandra Kishen |
| 102 | Resistance Surface Concept for Concrete Fracture. | V. Vesely and Z. Ker.ner |
| 103 | Saw-Tooth Softening/Stiffening Model. | J. G. Rots and S. Invernizzi |
| 104 | Scaled Hollow-Cylinder Tests for Studying Size Effect in Fracture Processes of Concrete. | A. S. Elkadi and J. G. M. van Mier |
| 105 | Seismic Response Control by HPFRCC Device for RC Buildings with Soft-First Story | H. Fukuyama, H. ,Iwabuchi, K., Suwada, H. |
| 106 | Shear Failure of Plain Concrete in Strain Localized Area | Y. Kaneko, H. Mihashi, and S. Ishihara |
| 107 | Simulation of Concrete Fracture Using Mesolevel Truss and Particle Models | J.P. de Barros Leite and V. Slowik |
| 108 | Simulation of Loading Test for Corroded Reinforced Concrete Box Culvert | T. Matsuo, T. Matsumura, T. Kanazu |
| 109 | Size Effect Experiments on Granular Materials in Compression | S. L. Burtscher and J. Kollegger |
| 110 | Size Effect in ECC Structural Members in Flexure | M. Lepech and V. C. Li |
| 111 | Size Effect in Fracture of Concrete Specimens and Structures: New Problems and Progress | Z. P. Bazant and Q. Yu |
| 112 | Size Effect in Structural High Strength Concrete | G. Appa Rao and B.K. Raghu Prasad |
| 113 | Size Effect of Compressed Concrete in Four Point Bending RC Beams | A. P. Fantilli, P. Vallini, and I. Iori |
| 114 | Size Effect on Flexural Compressive Strength of Reinforced Concrete Flexural Members | J. K. Kim, S. T. Yi, J. J. H. Kim, and K. M. Lee |
| 115 | Size Effect on Flexural Strength of Porous Concrete | M. Kunieda, T. Otono, T. Yoshida, T. Kamada, and K. Rokugo |
| 116 | Size Independence of UHPC Ductility | E. Chuang and F. J. Ulm |
| 117 | Static Multi-Crack Modeling in Concrete a Modified DR Method | R. C. Yu and G. Ruiz |
| 118 | Statistical Size Effect in Quasibrittle Materials: Computation and Extreme Value Theory. | Z. P. Bazant, S. D. Pang, M. Vo.echovsky, D. Novak, and R. Pukl |
| 119 | Stiffness Requirements for Baseplates | S. Fichtner and R. Eligehausen |
| 120 | Strength Size Effect in Quasi-Brittle Structures | B. L. Karihaloo, Q. Z. Xiao, and H. M. Abdalla |
| 121 | Stress Hybrid Finite Elements with Multiple Embedded Cracks | O. L. Manzoli and P. B. Shing |
| 122 | Stress-Strain Relationships of Concrete Damaged Freezing and Thawing Cycles | T. Ueda, M. Hasan, K. Nagai, and Y. Sato |
| 123 | Tailoring of Pre-existing Flaws in ECC Matrix for Saturated Strain Hardening | S. Wang and V. C. Li |
| 124 | Tensile Failure of Concrete at High Loading Rates: Instrumented Spalling Tests | J. Weerheijm and A. van Doormaal |
| 125 | Tensile Properties of ECC in Full-Scale Production | T. Kanda, M. Hiraishi, and N. Sakata |
| 126 | Tensile response of high performance hybrid fibre concrete | I. Markovic, J.C. Walraven, J.G.M. van Mier |
| 127 | Testing and Modeling the Behavior of Concrete Under Cyclic Tensile Loading | C. Kessler-Kramer, V. Mechtcherine, and H. S. Muller |
| 128 | Testing and Modelling of Steel Fibre Reinforced Concrete Beams Designed for Moment Failure | T. Kanstad, A.L. Dossland |
| 129 | Textile Reinforced Concrete.Overview, Experimental and Theoretical Investigations | U. Haussler-Combe, F. Jesse, and M. Curbach |
| 130 | The Effect of Heat Source on Upper and Lower Bounds of Effective Conductivity of Anisotropic Composites | M. Eskandari-Ghadi, Y. Xi, and S. Sture |
| 131 | The Effect of Tensile Fracture Energy on the Size Effect for Shear Strength of Reinforced Concrete Beam Members Utilizing High Strength Concrete | Y. Takaki, M. Fujita, and R. Sato |
| 132 | The Influence of the Mode II Fracture Energy on the Behaviour of Composite Plate Reinforced Concrete | P. Neto, J. Alfaiate, J. R. Almeida, E. B. Pires, and J. Vinagre |
| 133 | The wedge splitting test ? a test method for assessment of fracture parameters of FRC? | L. Lofgren |
| 134 | Three-Dimensional Meso-Scopic Analyses of Mortar and Concrete Model by Rigid Body Spring Model | K. Nagai, Y. Sato, and T. Ueda |
| 135 | Three-Fibre-Type Hybrid Fibre Concrete | P. Stahli and J. G. M. van Mier |
| 136 | Toughness in Testing and Design, the FRC Experience | H. Stang |
| 137 | Uni-axial and bending test for the determination of fracture properties of fiber reinforced concrete | A. Meda, G.A. Plizzari, A. Sorelli |
| 138 | Use of R-Curves for Characterization of Toughening in Fiber Reinforced Concrete | B. Mobasher, A. Peled |
| 139 | Using Damage Mechanics to Model a Four Story RC Framed Structure Submitted to Earthquake Loading | V. Abbasi, L. Daudeville, P. Kotronis, and J. Mazars |
| 140 | Using Post-Peak Unload Cycles with the Two-Parameter Data Reduction Method | J. Hanson and R. J. Morton |
