FraMCoS-5 Vail (USA), 2004 Proceedings

Special thanks to Prof. Leug for providing the pdf files

Paper TitleAuthors
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