FraMCoS-3 Gifu (Japan), 1998 Proceedings

Aedificatio has kindly granted permission to upload proceedings (thanks to Prof. Witttmann). Proceedings were scanned by Prof. Landis.
Front Matter, Preface, Table of Contents

Volume 1

Chapter 1. Detection of Microcracking and Fracture Process Zone
1-1-1 Fracture Process Zone in Concrete Tension Specimens by X-Ray and AE Techniques K. Otsuka, K. Date and T. Kurita
1-1-2 Nondestructive Evaluation of Cement-Based Materials with Computer Vision S. Choi and S.P. Shah
1-1-3
A Novel Distributed Crack Sensor for Concrete Structures
C.K.Y. Leung, N. Elvin, N. Olson, T.F. Morse and Y.-F. He
1-1-4
Work of Load versus Internal Crack Growth for Mortar in Compression
E.N. Landis and E.N. Nagy
1-1-5
Fracture Analysis of Concrete: A Stereological Approach
K.M. Nemati and P. Stroeven
1-1-6
Acoustic Emission Discrimination of Crack Types in Reinforced Concrete Beams
T. Kamada, M. Iwanami and S. Nagatoki
1-1-7
Estimation of Stress Intensity Factors by SiGMA Procedure
M.C. Munwam, M. Ohtsu and H.P. Rossmatith
Chapter 2. Influence Factors on Fracture Properties
1-2-1
Influence of Size on Failure of Concrete Elements
B. Trunk and F.H. Wittmann
1-2-2
Effect of Specimen Size and Loading Rate on the Tension-Softening Curve Obtained by Back-Analysis Method
T. Okada and H. Horii
1-2-3
Fracture Mechanics of Mass Concrete - Wet-Screening procedure (FMWS)
A. Sajna and H.N. Linsbauer
1-2-4
Study of the Post-Peak Behavior of Concrete in the Splitting-Tension Test
S. Carmona, R. Gettu and A. Aguado
1-2-5
Experimental Analysis of Rupture Mechanisms in the Brazilian Test
C. Rocco, G.V. Guinea, J. Planas and M. Elices
1-2-6
Measuring the Tensile Strength Through Size Effect Curves
G.V. Guinea, M. Elices and J Planas
1-2-7
Fracture Properties of High Strength Concrete
X. Yin, J. Stanton and N. Hawkins
1-2-8
Effect of Aggregate on Fracture Properties of High-Performance Concrete
T.P. Chang, K.L. Tsa and B.R. Lin
1-2-9
The Influence of the Type of Coarse Aggregates on the Fracture Mechanical Properties of High-Strength Concrete
M. Hassanzadeh
1-2-10
Influence of Aggregate Shape on the Fracture Behavior of Concrete
K.M. El-Sayed, G.V. Guinea, C. Rocco, J. Planas and M. Elices
1-2-11
Microcracking Behavior and Softening Properties of Concrete
H. Mihashi, K. Kirikoshi, N. Nomura, K. Otsuka and Y. Kaneko
1-2-12
Factors Influencing Fracture Toughness of Mortar-Aggregate Interface in Concrete
K.M. Lee and K.S. An
Chapter 3. Microstructure and Fracture Properties
1-3-1
Microstructure and Properties of High-Strength Mortar Cured at Various Conditions
H. Uchkawa, S. Hanehara and M. Uzawa
1-3-2
Fracture Mechanics and Microstructure of Cement Mortar
T. Nishikawa, S. Ito and H. Awaji
1-3-3
Crack Formation around Aggregates in High-Shrinkage Cement Paste
B.F. Dela and H. Stang
1-3-4
Reduction in Strength in High Strength Mortars at Long Ages
S. Igarashi and M. Kawamura
1-3-5
Contribution to the Analysis of the Effects of Pore Pressure on the Thermal Spalling of Concrete at High Temperatures
G. Heinfling, J.M. Reynouard and C. Duval
1-3-6
The Mechanical Behavior of Hydraulic Fractured, Possibly Saturated Materials
J.H.M. Visser and J.G.M. van Mier
1-3-7
Three-Dimensional Fractal Analysis of Microstructural Morphologies in Concrete
A. Carpinteri, G. Chiaia and S. Invernizzi
1-3-8
New 2-Dimensional Analytical Method for Determination of the Shape Properties of Concrete Crack Surfaces Using a Laser Beam
T. Wada, R. Sato, C. Ishikawa and M. Ueda
1-3-9
Analysis of Plain Concrete Structures by the Finite Element with Inner Linkage Rods
G. Yu, J. Niwa and T. Tanube
1-3-10
Analytical Study of Fictitious Crack Propagation in Concrete Beams Using a Bilinear ?-w Relation
K.T.S.R. Iyengar, S. Raviraj and P.N. Ravikumar
1-3-11
Study on Internal Friction Angle and Tensile Strength of Plain Concrete
Y. Fujita, R. Ishimaru, S. Hanai and Y. Suenaga
1-3-12
Bifurcation and Fracture in Reinforced-Concrete Specimens under Compression
K. Ikeda, Y. Yamakawa, K. Maruyama and M. Emoto
Chapter 4. Fracture Parameters
1-4-1
New Method to Determine Tension Softening Curve of Concrete
J. Niwa, T. Sumranwanich and S. Tantermisirkul
1-4-2
Damage and Strain Softening of Concrete under Uniaxial Tension
K.R. Wu, W. Yao and Z.J. Li
1-4-3
Uniaxial Tensile Test of Unnotched Specimens under Correcting Flexure
H Akita, H. Koide and M. Tomon
1-4-4
Effect of the Test Set-Up on Fracture Mechanical Parameters of Concrete
V. Mechtcherine and H.S. Müller
1-4-5
Tension Softening Curves of Concrete Determined from Different Test Specimen Geometries
Y. Uchida and B.I.G. Barr
1-4-6 Numerical Experiments and Characteristics of the New KR-Curve for the Complete Fracture Process of Three-Point Bending Beam
H.W. Reinhardt and S. Xu
1-4-7 Analytical Solution of the Fictitious Crack and Evaluation of the Crack Extension Resistance for a Griffith Crack
S. Xu and H.W. Reinhardt
1-4-8 Fracture Process Zone of Composite Materials as Concrete
W. Yao, K.R. Wu and Z. Li
1-4-9 Determination of the Double-K Fracture Parameters in Standard Three-Point Bending Notched Beams
S. Xu and H.W. Reinhardt
1-4-10 Behavior of Concrete Round Double Beam Fracture Toughness Test Specimens
J.H. Hanson and A.R. Ingraffea
Chapter 5. Fiber Reinforced Cementitious Composites
1-5-1
Fracture Parameters of High-Strength Fiber Reinforced Concrete Based on Poly-Linear Tension Softening Analysis
Y. Kitsutaka and T. Oh-oka
1-5-2 Evaluation of Properties of Steel Fiber Reinforced Concrete by Means of Tension Softening Diagrams
N. Kurihara, Y. Uchida, T. Kamada, T. Arakawa and K. Rokugo
1-5-3 Mode I Fracture Behavior of Natural Fiber Reinforced Concrete
S. Ishiguro
1-5-4 Fracture Energy of Strain- Hardening Cementitious Composites
P. Kabele and V.C. Li
1-5-5 Evaluation of Tension Softening Properties of Fiber Reinforced Cementitious Composites
H. Nakamura and H. Mihashi
1-5-6 On the Interpretation of Bending Tests on FRC-Materials
H. Stang and J.F. Olesen
1-5-7 Microfractural Pullout Model of Steel Fiber Reinforced Concrete
S. Sumitro and T. Tsubaki
1-5-8 Numerical Simulation Model for Mechanical Behavior of Fiber Reinforced Concrete
T. Tsubaki and S. Sumitro
1-5-9 Fatigue Crack Fracture and Arrest in Fiber Reinforced Concrete under Interfacial Bond Degradation
T. Matsumoto and V.C. Li
1-5-10 Optimum Design of Plain and Fibre-Reinforced Concrete Mixes Based on Fracture Mechanics
D. Lange-Kornback and B.L. Karihaloo
1-5-11 Computational Modelling of the Fibre-Matrix Bond in Steel Fibre Reinforced Concrete
A. Van Hauwaert and J.G.M. van Mier
Chapter 6. Rate of Loading and Cyclic Loading
1-6-1
Dynamic Fracture, Crack Velocity, and Strength Response of Cementitious Materials
D.E. Lambert and C. Ross
1-6-2
Tensile Failure of Normal Concrete and Steel Fiber Reinforced Concrete at High Strain Rates
J. Ulfkjaer, K Labibes, G. Solomos and C. Albertini
1-6-3 Analysis of Specific Experimental Problems in Dynamic Testing of Concrete
H. Zhao and G. Gary
1-6-4 Concrete under High Compaction: A New Experimental Method
N. Burlion, F. Gatuingt, G. Pijaudier-Cabot and N. Dahan
1-6-5 Contribution of a Concrete Compaction Model to an Impact Problem
F. Gatuingt, G. Pijaudier-Cabot, N. Burlion, L. Daudeville and T. Bouet
1-6-6 Microscopical Observation of Mode I Crack Propagation in Concrete Subjected to Fatigue
A. Toumi, A. Bascoul, and A. Turatsinze
1-6-7 Experimental Investigations on Fracture and Damage of Concrete due to Fatigue
C. Kessler and H.S. Müller
1-6-8
Experimental Investigation into the Crack Fatigue Growth in Concrete
S. Cangiano, G.A. Plizzari and V. Slowik
1-6-9
A Study on Crack Propagation in Concrete under Cyclic Loading
T. Ueda, Y. Sato, Y. Kakuta, and T. Tadokoro
1-6-10 Load Relaxation in Level II Three-Point Bend Tests
L.E.T. Ferreira, J.L.A.O. Sousa and T.N. Bittencourt
1-6-11 Modelling Splitting and Fatigue Effects of Bond
K. Lundgren and K. Gylltoft
1-6-12 Damage Model for Concrete Including Residual Hysteretic Loops: Application to Seismic and Dynamic Loading
F. Ragueneau, J. Mazars and C. La Borderie
1-6-13 Lifetime Seismic Reliability of Reinforced Concrete Structures
M. Suzuki and K. Ibayashi
1-6-14 Proposition of a Damage Indicator Applied on R/C Structures Subjected to Cyclic Loading
K. Sadeghi
1-6-15 Shear Strength of RC Members under Load Reversals
H. Watanabe, H. Kawano and S. Eguchi
Chapter 7. Influence of Loading Condition
1-7-1
Fracture of Concrete under Mixed Loading: Experimental Results and Numerical Prediction
J.C. Gàlvez, D.A. Céndon, J. Planas, G.V. Guinea and M. Elices
1-7-2 Mode I and Mixed Mode Non-Prescribed Discrete Crack Propagation in Concrete
J. Alfaiate and E.B. Pires
1-7-3 On Non-Planar Fracture in Concrete
V.O. Garcia-Álvarez, R. Gettu and I. Carol
1-7-4 Experimental Study of Crack Propagation in the Modified Punch-Through Shear Specimen in Mixed-Mode Loading
J. Davies
1-7-5 Numerical Studies on the Double-Edge Notched Mode II Geometry
J. Ozbolt, H.W. Reinhardt and S. Xu
1-7-6 Experimental Study in the Mechanical Behavior in Construction Joints of Concrete Structures
S. Ishihara, H. Mihashi and K. Rokugo
1-7-7 Experimental and Numerical Investigations of Concrete Failure under Triaxial Loading
M.L. Wang and Z. Chen
1-7-8 Constitutive Model for Concrete under Non-Proportional Loading
E. Mizuno and S. Hatanaka
1-7-9 Strain Field Measurement Using Image Processing, Applications in Damage and Fracture Testing
Y. Yang

Volume 2

Chapter 8. Computational Modelling
2-8-1
A Class of Gradient-Dependent Damage Models for Concrete Cracking
R. de Borst
2-8-2 Modelling of Crack Propagation with Embedded Discontinuity Elements
L.J. Sluys
2-8-3 Simulation of Local Failure of Concrete Plates on the Basis of Error Control
R. Lackner and H.A. Mang
2-8-4 Discontinuous Deformation Analysis Framework for Modelling Concrete Fracture
N. Bicanic, A. Thavalingam, Z. Liao and C. Pearce
2-8-5 Lattice Type Models for Fracture: Methodology and Future Prospects
J.G.M. van Mier
2-8-6 Fracture Analysis of Steel Plate Anchors in Concrete by Using RBSM
H. Kitoh, N. Takeuchi, M.Ueda, A. Kambayashi, H. Higuchi and M. Tomida
2-8-7 A New Simplified and Efficient Technique for Fracture Behavior Analysis off Concrete Structures
K. Meguro and H. Tagel-Din
2-8-8 Modelling and Verification of Microcrack Propagation in Concrete
R. Arai, T. Shibata, H. Hayano, K. Kohno, K. Mori and T. Okamoto
2-8-9 Fracture and Softening Analysis of Concrete with Particle Model
K. Moriizumi, N. Shirai and H. Suga
2-8-10 Fracture Simulation of Concrete by Visco-Elasto-Plastic Suspension Element Model
T. Hiraiwa, Y. Nanbu, M. Arai, Y. Kurokawa, H. Mori and Y. Tanigawa
2-8-11 An Experimental-Numerical Study for Determination of Concrete Fracture Physical Parameters in DEM
N. Hassani, S. Takada, Y. Akahori and K. Nakajima
2-8-12 Tensile Cracking Viewed as Bifurcation and Instability in a Discrete Interface Model
A. Delaplace, S. Roux and G. Pijaudier-Cabot
2-8-13 Higher Order Beam Theory in Gradient Plasticity: Description of Failure Modes with Warping
R. Meftah, J.M. Reynouard and M.G. Salomon
2-8-14 Damage Analysis of Notched Concrete Beams Loaded in Four-Point Shear
M.G.D. Geers, R. de Borst and R.H.J. Peelings
2-8-15 Geometric Non-Linear Effect in the Behavior of Damageable Structures. Prediction of the Ultimate Capacity Using a Simplified Approach
Sh. Ghavamian, J. Mazars, C. Cleason, K. Gylltoft and P. Paultre
2-8-16 3D Analysis Using Unified Concrete Plasticity Model with Reinforcement under Compression Modeled as Beam Element
S. Gupta and T. Tanabe
2-8-17 Numerical Approach Based on the Energy Criterion in Fracture Analysis of Concrete Structures
Z. Shi and M. Nakano
Chapter 9. Fundamental Consideration and Numerical Models
2-9-1
Continuum Fracture Thermodynamics, Energy Release and Overall Properties Bounding of Damaging Viscoelastic Composites with Solidification
C. Huet
2-9-2 Multi Equivalent Series Phase Model for Nonlocal Constitutive Relations of Concrete
T. Hasegawa
2-9-3 Stress-Strain Relation for Elastic Material with Many Growing Microcracks
Z.P. Bazant and P.C. Prat
2-9-4 Damage Evolution in Concrete Considering Stochastic Material and Boundary Imperfections
M.A. Gutiérrez and R. de Borst
2-9-5 Stress Analysis of Concrete Material Based on Geometrically Accurate Finite Element Modeling
G. Nagai, T. Yamada and A. Wada
2-9-6 Adaptive Finite Element Analysis of Concrete Fracture Based on Cohesive Model
M.V.K.V. Prasad and C.S. Krishnamoorthy
2-9-7 An Unsymmetrical Fracture Process one Model and its Application to the Problem of a Radial Crack with an Inclusion in Longitudinal Shear Definition
M. Zhu and W.V. Chang
2-9-8 Fracture-Plastic Material Model for Concrete, Application to Analysis of Powder Actuaded Anchors
J. Cervenka, V. Cervenka and R. Eligehausen
2-9-9 A Study on Constitutive Theory of Elasto-Plastic Analysis in Finite Element Method
J. Ishida
2-9-10 A Unified Modeling of Strain Localization in Concrete and its Finite Element Implementation
H.-W. Song, I.-S. Kim, U.-J. Na and K.J. Byun
2-9-11 Influence Factors Matrix Method for Simulation of Fracture Process of Concrete
D. Zhang and K. Wu
2-9-12 Self Induced Stresses in High Performance Concrete at Early Ages: Experimental Results and Materials Modelling
D. Bosnjak, T. Kanstad, Ø. Bjøntegård and E.J. Sellevold
2-9-13 Non Local Computational Modeling of the Softening Behavior of Early Age Concrete
K.M. Amanat and T. Tanabe
Chapter 10. Compressive Failure in Over-Reinforced Concrete Beams
2-10-1
Failure of Concrete under Uniaxial Compression: an Overview
J. van Mier
2-10-2 Strain Softening and Structural Analysis of Beams Failing in Compression
G. Markeset
2-10-3 A Study of Compressive Failure in Over-Reinforced Concrete Beams
H.D. Kang, E. Spacone and K.J. Willam
2-10-4 Load Deflection Diagram of Over-Reinforced Concrete Beams
A. Bascoul, M. Duprat and M. Pinglot
2-10-5 Prediction of the Behavior of Over-Reinforced Concrete Beams with Two Levels of Simplified Approach
F. Légeron, J. Mazars and P. Paultre
2-10-6 3D Finite Element Analysis of Over-Reinforced Beams
J. Ozblot, Y.-J. Li and R. Eligehausen
2-10-7 Round Robin Analysis on Modelling of Over-Reinforced Concrete Beams - Calculation of the Load Deformation Behavior of Concrete Beams with the BDZ-Model
G. König, J. Meyer and A.Sint
2-10-8 Experimental Investigation of Over-Reinforced Concrete Beams of Three Different Types of Concrete and at Two Different Size Scales
J.P. Ulfkjaer
Chapter 11. Numerical Analysis of Concrete Structures
2-11-1
Size Effect and Failure of RC Structures under Earthquake
H. Okamura and I.H. Kim
2-11-2 Anchor Bolts and Tension Stiffening of Rebars - Two RILEM Round Robin Investigations on Bond
L. Elfgren and K. Noghabai
2-11-3 Splitting Cracks in Reinforced Concrete Elements under Tensile Loads
B. Tork, J. Galvez, J. Planas and M. Elices
2-11-4 Effect of Rib shape and Splice Length on the Strength of Lap Spliced without Stirrups
T. Ichinose, W. Lin and J. Bolander Jr.
2-11-5 Investigations into the Failure of Concrete Rings under Inner Pressure
G.A. Plizzari, T. Klink and V. Slowik
2-11-6 A Fundamental Study on Shear Bond Strength of Steel Encased Reinforced Concrete Members
H. Hotta, H. Kihara and K. Takiguchi
2-11-7 Finite Element Analysis of Anchorage Performance of Pipe Embedded in the Caisson Type Foundation Subjected to Uplift Load
Y. Yoshii, M. Iijima, S. Komiyam, S. Saito and M. Matsushima
2-11-8 Effect of Tension Softening on Time-Dependent Deformation and Crack Width of Reinforced Concrete Flexural Members
R. Sato, M. Xu and I. Ujike
2-11-9 Coupled Bond and Bridging Stress Transfer in Cracked Reinforced Concrete
H.M. Salem and K. Maekawa
2-11-10 Finite Element Analysis of Cracking due to Shrinkage
G.P.A.G. van Zijl, R. de Borst and J.G. Rots
2-11-11 Interaction of Creep, Shrinkage and Shrinkage-Induced Cracking of Concrete
S. Reid and S. Sedra
2-11-12 Finite Element Analysis of Slender Concrete Columns Subjected to Eccentric Loading
C. Claeson and K. Gylltoft
2-11-13 Material Nonlinear Analysis of Prestressed Concrete Beams with Curved Tendons
M. Matsukura, M. Ueda, T. Uchiyama, and T. Wada
2-11-14 Formulation of Shear Strength Design Formula for Reinforced Concrete Beams Considering Size Effect
N. Shirai, K. Moriizumi and M. Tamura
2-11-15 Numerical Simulation of Shear Failure of RC Beams
X. An and K. Maekawa
2-11-16 Shear Strength Evaluations of Reinforced Concrete Beams
N. Hawkins and S. Kono
2-11-17 A Study on Shear Capacity of RC Beam Based on Fracture Mechanics
A. Masuda, S. Matsuoka, Y. Takeda and T. Watanabe
2-11-18 Failure Behavior of the RC Columns with Steel Fiber as Shear Reinforcement
S. Matsuo, S. Matsuoka, H. Yanagi and S. Doi

Volume 3

Chapter 12. Material Properties, Detailing and Structural Performance
3-12-1
Post-Yield Shear Failure of RC Column and Its Ductility Simulation
K. Maekawa and X. An
3-12-2 Application of Pseudo Strain Hardening Cementitious Composites to Shear Resistant Structural Elements
T. Kand, S. Watanabe and V.C. Li
3-12-3 Load Carrying Capacity of Beams Using Fivers as Shear Reinforcement
K. Noghabai and T. Olofsson
3-12-4 Fracture Behavior of Reinforced High Strength Concrete Tensile Members
E. Wollrab, C. Ouyang and S.P. Shah
3-12-5 Concrete Frame Corners in Civil Defense Shelters Subjected to Negative Moment
M. Johansson
3-12-6 3D Cyclic Fracture Analysis of Beam-Column Connections
J. Ozbolt, Y.-J. Li and R. Eligehausen
3-12-7 Size Effect in Composite Beams with Deformable Connections
Z.P. Bazant and J.L. Vitek
3-12-8 Effect of Tension Softening of Concrete on the Tension Stiffening of Rebars in Plain and Fibrous Concrete
K. Noghabai and T. Olofsson
3-12-9 Behaviour of Lightly Reinforced Concrete Beams by Means of Fracture Mechanics and Bond-Slip
A.P. Fantilli, D. Terretti, I. Iori and P. Vallini
3-12-10 Influence of the Reinforcement Cover on the Brittle to Ductile Transition of a LRC Beam
G. Ruiz, I. Arbilla and J. Planas
Chapter 13. Maintenance and Deterioration
3-13-1
Fracture Process and Maintenance of Concrete Structures
W. Koyanagi
3-13-2 Effect of Low Temperature on Fracture Energy of Concrete Joints and Repair Materials
A.M. Irhouma, M.L. Ayari and L.C. Robinson
3-13-3 Finite Element Analysis of Thermal Crack in Gravity Dam Caused by Annually Oscillating Environmental Temperature
M. Irobe and S.Y. Peng
3-13-4 Experimental and Numerical Evaluation of Gravity Dam Model Failure Lifetime
F. Barpi, S. Valente, G. Ferrara and L. Imperato
3-13-5 Practical Model of Crack and Bond Slip for Thermal Crack Analysis
H. Morimoto and W. Koyanagi
3-13-6 Contact, Closure and Friction Behaviour of Rough Crack Concrete Surfaces
M. Borri-Brunetto, A. Carpinteri and B. Chiaia
3-13-7 Evaluation of Roughness of Joint Concrete Surfaces and Bond Properties
T. Kamada, M. Kunieda, N. Kurihara, Y. Nishida and K. Rokugo
3-13-8 Numerical Simulation of Reinforced Concrete Deterioration
E.J. Hansen and V.E. Saouma
3-13-9 Crack Propagation Analysis of Concrete due to Expansion of Reinforcement Corrosion
T. Matsuo and T. Kanazu
3-13-10 The Study of Water Leakage through Fracture in Reinforced Concrete
A. Shimmura and V.E Saouma
3-13-11 Microfracturing Caused by Alkali-Silica Reaction of Waste Glass in Concrete
Z.P. Bazant, W. Jin and C. Meyer
3-13-12 Detecting Freeze-Thaw Deterioration of Concrete by a Fracture Mechanics Method
H. Schorn and St. Kopp
Chapter 14. Repair and Retrofit
3-14-1
Application of Fracture Mechanics to Optimize Repair Systems and Protective Coatings for Reinforced Concrete Structures
F.H. Wittmann
3-14-2 Repair and Retrofit with Engineered Cementitious Composites
V.C. Li
3-14-3 Seismic Retrofitting Technique Using Carbon Fibres for Reinforced Concrete Buildings
H. Katsumata, K. Kimura and Y. Kobatake
3-14-4 On the Prediction Method for the Structural Performance of Repaired/Retrofitted Structures
H. Horii, K. Kabele, S. Takeuchi, V.C. Li, S. Matsuoka and T. Kanda
3-14-5 About the Debonding of Thin Cement-Based Overlays
J-L. Granju
3-14-6 Fracture Mechanics Approaches to Concrete Strengthening Using FRP Materials
T.C. Triantafilou
3-14-7 Delamination Criterion for Concrete Beams Retrofitted with FRP Laminates
O. Buyukozturk, C. Leung, B. Hearing and O. Gunes
3-14-8 Delamination Failure in Concrete Beams Retrofitted with a Bonded Plate C.K.Y. Leung
3-14-9 Plate End Shear Design for External CFRP Laminates
K. Brosens and D. Van Gemert
3-14-10 Materials and Design Considerations in FRP Rehabilitation of Concrete Structures
V.M. Karbhari
3-14-11 Characterization of Interface Fracture Behavior in Repaired Concrete Infrastructures
Y.M. Lim and V.C. Li
3-14-12 LEFM Prediction and Repair Strategy for Crack Extension due to Corrosion of Reinforcement
M. Ohtsu and S. Yoshimura
3-14-13 Shrinking and Cracking Behavior if Repair Materials for Concrete Structures
M. Kunieda, N. Kurihara, Y. Uchida and K. Rokugo
3-14-14 Evaluation of Bond Behavior at the Interface Between Two Different Concretes S. Kono, S. Tsuruda and T. Kaku
3-14-15 Fracture Mechanics Study of Concrete Beams Reinforced with FRP Sheets by a Moment Tensor Analysis of Acoustic Emission
Z.W. Li, S. Yuyama, I. Ohsawa, I. Kimpara, K. Kageyama, K. Yamaguchi
3-14-16 Fracture and Fatigue Strength of Slabs Repaired with D-Rap Method
H. Matsushima, T. Watanabe, M. Yasui, W. Koyanagi and T. Aoki
3-14-17 Probabilistic Study on the Tensile Strength of Multiple-FRP Tendons
Y. Hamada, H. Sakai, H. Tasaka, A. Hattori, T. Miyagawa and M. Mashima
3-14-18 Experimental Studies on the Long-Term Tensile Properties of FRP Tendons
N. Ando, H. Matsukawa, M. Kawamura, M. Fuji, T. Miyagawa and S. Inoue
Chapter 15. Scaling Theory and Size Effect
3-15-1
Size Effect in Tensile and Compression Fracture of Concrete Structures: Computational Modelling and Design
Z.P. Bazant
3-15-2 Experimental Investigation of Size Effect in Concrete under Uniaxial Tension
M.R.A. van Vliet and J.G.M. van Mier
3-15-3 Experimental Investigation into the Size Dependence of Fracture Mechanics Parameters
B. Trunk and F.H. Wittmann
3-15-4 Application of the Boundary Element Method to the Compressive Strain-Softening Behaviour of Concrete
A. Carpintieri, F. Ciola, N. Pugno, G. Ferrara and M.E. Gobbi
3-15-5 Replica Scaling and Size Effects in Concrete
G. Markeset and E.A. Hansen
3-15-6 Size Effect of Concrete Compressive Strength for the Non-Standard Cylindrical Specimens
J.K. Kim, S.T. Yi and S.H. Eo
3-15-7 Size Effect on the Concrete Compression Failure Load
Y.-J. Li, J. Ozbolt and R. Eligehausen
3-15-8 Size Effect for Flexural Compression of Concrete Specimens
J.K. Kim, S.T. Kim, E.I. Yang and S.H. Eo
3-15-9 Simulations of Size Effects in Masonry Structures
P.B. Lourenço
3-15-10 Size Effects in Toughness Induced by Crack Close to Free Edge
X. Hu
3-15-11 Minimum Size of Concrete Specimens for Linear Elastic Fracture Analysis
Y. Xi
3-15-12 The Effect of Brittleness on Strength of Concrete
J. Qian, H. Luo and J. Huang
3-15-13 Different Aspects of the Size Effect in Concrete and RC Structures
J. Ozbolt and R. Eligehausen
3-15-14 Design Method for Large Reinforced Concrete Circular Slabs
T. Shioya, M. Kuroda, H. Akiyama, M. Nakano and Y. Kawamura
3-15-15 Size Effects in Shear Fracture of Reinforced Concrete Beams
Z.P. Bazant and E. Becq-Giraudon
3-15-16 Size Effects of Reinforced Concrete Beams in Shear
B.H. Oh, S.J. Jeon, K.O. Hong and D.B. Kim
3-15-17 Non-linear Size Effect Analysis of headed Anchors Embedded in Concrete Blocks under Various Supporting Conditions
A.S.E. Morgan, J. Niwa and T. Tanabe
3-15-18 Finite Element Analysis of Pulling-Out Behavior for RC Footing Supported By Four Piles
Y. Yoshii, S. Tanabe, A. Ohura, X. An and T. Mishima
3-15-19 Steel Fibre Reinforced Concrete Beams - Size Effect
J.L. Vitek
3-15-20 Size Effect of Reinforced Concrete Beams in Flexure
B.H. Oh, S.J. Jeon, I.H. Yang and D.B. Kim
3-15-21 Size Effect on Flexural Resistance due to Bending Span of Concrete Beams H. Koide, H. Akita and M. Tomon
Subject Index
Author Index