| 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
|
|
|
|
|
|
|
