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
A Novel Distributed Crack Sensor for Concrete Structures
C.K.Y. Leung, N. Elvin, N. Olson, T.F. Morse and Y.-F. He
Work of Load versus Internal Crack Growth for Mortar in Compression
E.N. Landis and E.N. Nagy
Fracture Analysis of Concrete: A Stereological Approach
K.M. Nemati and P. Stroeven
Acoustic Emission Discrimination of Crack Types in Reinforced Concrete Beams
T. Kamada, M. Iwanami and S. Nagatoki
Estimation of Stress Intensity Factors by SiGMA Procedure
M.C. Munwam, M. Ohtsu and H.P. Rossmatith
Chapter 2. Influence Factors on Fracture Properties
Influence of Size on Failure of Concrete Elements
B. Trunk and F.H. Wittmann
Effect of Specimen Size and Loading Rate on the Tension-Softening Curve Obtained by Back-Analysis Method
T. Okada and H. Horii
Fracture Mechanics of Mass Concrete - Wet-Screening procedure (FMWS)
A. Sajna and H.N. Linsbauer
Study of the Post-Peak Behavior of Concrete in the Splitting-Tension Test
S. Carmona, R. Gettu and A. Aguado
Experimental Analysis of Rupture Mechanisms in the Brazilian Test
C. Rocco, G.V. Guinea, J. Planas and M. Elices
Measuring the Tensile Strength Through Size Effect Curves
G.V. Guinea, M. Elices and J Planas
Fracture Properties of High Strength Concrete
X. Yin, J. Stanton and N. Hawkins
Effect of Aggregate on Fracture Properties of High-Performance Concrete
T.P. Chang, K.L. Tsa and B.R. Lin
The Influence of the Type of Coarse Aggregates on the Fracture Mechanical Properties of High-Strength Concrete
M. Hassanzadeh
Influence of Aggregate Shape on the Fracture Behavior of Concrete
K.M. El-Sayed, G.V. Guinea, C. Rocco, J. Planas and M. Elices
Microcracking Behavior and Softening Properties of Concrete
H. Mihashi, K. Kirikoshi, N. Nomura, K. Otsuka and Y. Kaneko
Factors Influencing Fracture Toughness of Mortar-Aggregate Interface in Concrete
K.M. Lee and K.S. An
Chapter 3. Microstructure and Fracture Properties
Microstructure and Properties of High-Strength Mortar Cured at Various Conditions
H. Uchkawa, S. Hanehara and M. Uzawa
Fracture Mechanics and Microstructure of Cement Mortar
T. Nishikawa, S. Ito and H. Awaji
Crack Formation around Aggregates in High-Shrinkage Cement Paste
B.F. Dela and H. Stang
Reduction in Strength in High Strength Mortars at Long Ages
S. Igarashi and M. Kawamura
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
The Mechanical Behavior of Hydraulic Fractured, Possibly Saturated Materials
J.H.M. Visser and J.G.M. van Mier
Three-Dimensional Fractal Analysis of Microstructural Morphologies in Concrete
A. Carpinteri, G. Chiaia and S. Invernizzi
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
Analysis of Plain Concrete Structures by the Finite Element with Inner Linkage Rods
G. Yu, J. Niwa and T. Tanube
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
Study on Internal Friction Angle and Tensile Strength of Plain Concrete
Y. Fujita, R. Ishimaru, S. Hanai and Y. Suenaga
Bifurcation and Fracture in Reinforced-Concrete Specimens under Compression
K. Ikeda, Y. Yamakawa, K. Maruyama and M. Emoto
Chapter 4. Fracture Parameters
New Method to Determine Tension Softening Curve of Concrete
J. Niwa, T. Sumranwanich and S. Tantermisirkul
Damage and Strain Softening of Concrete under Uniaxial Tension
K.R. Wu, W. Yao and Z.J. Li
Uniaxial Tensile Test of Unnotched Specimens under Correcting Flexure
H Akita, H. Koide and M. Tomon
Effect of the Test Set-Up on Fracture Mechanical Parameters of Concrete
V. Mechtcherine and H.S. Müller
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
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
Dynamic Fracture, Crack Velocity, and Strength Response of Cementitious Materials
D.E. Lambert and C. Ross
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
Experimental Investigation into the Crack Fatigue Growth in Concrete
S. Cangiano, G.A. Plizzari and V. Slowik
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
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
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
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
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
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
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
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
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
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