All Stories

  1. Flexural Fatigue Behavior of a Self-Compacting Ultrahigh Performance Fiber-Reinforced Concrete
  2. Simulation of the flow of self-compacting concrete in the V-funnel by SPH
  3. Simulation of self-compacting concrete in an L-box using smooth particle hydrodynamics
  4. Mechanical and fracture properties of a self-compacting version of CARDIFRC Mix II
  5. Simulation of self-compacting concrete flow in the J-ring test using smoothed particle hydrodynamics (SPH)
  6. A new fatigue failure theory for multidirectional fiber-reinforced composite laminates with arbitrary stacking sequence
  7. St Venant Torsion and Bending of Prismatic Composite Shafts
  8. Influence of mix composition and strength on the fracture properties of self-compacting concrete
  9. Effect of cone lift rate on the flow time of self-compacting concrete
  10. A bridging law and its application to the analysis of toughness of carbon nanotube-reinforced composites and pull-out of fibres grafted with nanotubes
  11. Proportioning of self–compacting concrete mixes based on target plastic viscosity and compressive strength: Part I - mix design procedure
  12. Proportioning of self-compacting concrete mixes based on target plastic viscosity and compressive strength: Part II - experimental validation
  13. Erratum to: A new approach to the design of RC structures based on concrete mix characteristic length
  14. A new approach to the design of RC structures based on concrete mix characteristic length
  15. Estimation of the yield stress and distribution of large aggregates from slump flow test of self-compacting concrete mixes using smooth particle hydrodynamics simulation
  16. An improved Puck’s failure theory for fibre-reinforced composite laminates including the in situ strength effect
  17. 3D modelling of the flow of self-compacting concrete with or without steel fibres. Part II: L-box test and the assessment of fibre reorientation during the flow
  18. 3D modelling of the flow of self-compacting concrete with or without steel fibres. Part I: slump flow test
  19. Reorientation of short steel fibres during the flow of self-compacting concrete mix and determination of the fibre orientation factor
  20. Determination of size-independent specific fracture energy of normal- and high-strength self-compacting concrete from wedge splitting tests
  21. Bilinear tension softening diagrams of concrete mixes corresponding to their size-independent specific fracture energy
  22. Dynamic strengths and toughness of an ultra high performance fibre reinforced concrete
  23. Determination of size-independent specific fracture energy of concrete mixes by two methods
  24. Honeybee combs: how the circular cells transform into rounded hexagons
  25. Determination of size-independent specific fracture energy of concrete mixes by the tri-linear model
  26. Mix proportioning of self-compacting normal and high-strength concretes
  27. Fibre-reinforced, self-compacting concrete flow modelled by smooth particle hydrodynamics
  28. Influence of processing defects on the measured properties of Cu–Al2O3 composites: A forensic investigation
  29. Mix proportioning of self-compacting high- and ultra-high-performance concretes with and without steel fibres
  30. Multi-scale dynamic fracture model for quasi-brittle materials
  31. High-rate deformation and fracture of fiber reinforced concrete
  32. Development of self-compacting high and ultra high performance concretes with and without steel fibres
  33. Influence of micro-structural parameters and thermal cycling on the properties of CARDIFRC
  34. CARDIFRC – From Concept to Industrial Application
  35. Size-independent fracture energy in plain concrete beams using tri-linear model
  36. Accurate simulation of mixed-mode cohesive crack propagation in quasi-brittle structures using exact asymptotic fields in XFEM: an overview
  37. Performance of joints in reinforced concrete slabs for two-way spanning action
  38. Pattern transformations in periodic cellular solids under external stimuli
  39. Modelling the flow of self-compacting concrete
  40. Fatigue life and self-induced volumetric changes of CARDIFRC
  41. Asymptotic fields ahead of mixed mode frictional cohesive cracks
  42. Hierarchical, multilayered cell walls reinforced by recycled silk cocoons enhance the structural integrity of honeybee combs
  43. Fracture process zone size and true fracture energy of concrete using acoustic emission
  44. Behavior of RC Beams Retrofitted with CARDIFRC after Thermal Cycling
  45. Verification of the applicability of lattice model to concrete fracture by AE study
  46. Prediction of the plastic viscosity of self-compacting steel fibre reinforced concrete
  47. Mechanical and fracture properties of cement-based bi-materials after thermal cycling
  48. Effects of surface and initial stresses on the bending stiffness of trilayer plates and nanofilms
  49. Nano-Cellular Materials with Unusual Mechanical and Physical Properties
  50. Theory of Elasticity at the Nanoscale
  51. Size-dependent bending of thin metallic films
  52. Optimization techniques for the design of high-performance fibre-reinforced concrete
  53. Asymptotic fields at the tip of a cohesive crack
  54. Buckling-driven delamination growth in composite laminates: Guidelines for assessing the threat posed by interlaminar matrix delamination
  55. An overview of a hybrid crack element and determination of its complete displacement field
  56. Thermo-elastic properties of heterogeneous materials with imperfect interfaces: Generalized Levin's formula and Hill's connections
  57. Implementation of hybrid crack element on a general finite element mesh and in combination with XFEM
  58. Effective thermal conductivities of heterogeneous media containing multiple imperfectly bonded inclusions
  59. Accurate Simulation of Frictionless and Frictional Cohesive Crack Growth in Quasi-Brittle Materials Using XFEM
  60. High performance fibre-reinforced cementitious composite (CARDIFRC) – Performance and application to retrofitting
  61. Incremental-secant modulus iteration scheme and stress recovery for simulating cracking process in quasi-brittle materials using XFEM
  62. Compatible composition profiles and critical sizes of alloyed quantum dots
  63. Conductivities of heterogeneous media with graded anisotropic constituents
  64. Strain distributions in nano-onions with uniform and non-uniform compositions
  65. Nanoporous materials can be made stiffer than non-porous counterparts by surface modification
  66. Improving the accuracy of XFEM crack tip fields using higher order quadrature and statically admissible stress recovery
  67. Effective conductivities of heterogeneous media containing multiple inclusions with various spatial distributions
  68. A scaling law for properties of nano-structured materials
  69. Deterministic size effect in the strength of cracked concrete structures
  70. CARDIFRC® – Development and mechanical properties. Part III: Uniaxial tensile response and other mechanical properties
  71. CARDIFRC® – Development and mechanical properties. Part II: Fibre distribution
  72. Eshelby formalism for nano-inhomogeneities
  73. CARDIFRC® – Development and mechanical properties. Part I: Development and workability
  74. Size-dependent effective elastic constants of solids containing nano-inhomogeneities with interface stress
  75. Dislocation model of an asymmetric weak zone for problems of interaction between crack-like defects
  76. Arrest of Fatigue Cracks in Transformation-Toughened Ceramics
  77. Seismic performance parameters of RC beams retrofitted by CARDIFRC®
  78. Effect of Surface Roughness, Type and Size of Model Aggregates on the Bond Strength of Aggregate/Mortar Interface
  79. Discussion on “Lattice modelling of size effect in concrete strength” by Ince R, Arslan A, Karihaloo BL [Engineering Fracture Mechanics 2003;70:2307–20]
  80. FEM for evaluation of weight functions for SIF, COD and higher-order coefficients with application to a typical wedge splitting specimen
  81. Modelling the behaviour of RC beams retrofitted with CARDIFRC®
  82. XFEM for direct evaluation of mixed mode SIFs in homogeneous and bi-materials
  83. Size-Scale Effects
  84. Coefficients of the crack tip asymptotic field for wedge splitting specimens
  85. Lattice modelling of size effect in concrete strength
  86. Lattice modelling of the failure of particle composites
  87. Fracture Model for Flexural Failure of Beams Retrofitted with CARDIFRC
  88. Retrofitting of Reinforced Concrete Beams with CARDIFRC
  89. Direct evaluation of accurate coefficients of the linear elastic crack tip asymptotic field
  90. Size effect in concrete beams
  91. Modelling of stationary and growing cracks in FE framework without remeshing: a state-of-the-art review
  92. Structural Integrity Assurance
  93. Linear and Nonlinear Fracture Mechanics
  94. Failure of Concrete
  95. General Preface
  96. Preface to Volume 2
  97. Direct determination of SIF and coefficients of higher order terms of mixed mode cracks
  98. Size effect in the strength of concrete structures
  99. Approximate Green's functions for singular and higher order terms of an edge crack in a finite plate
  100. High-performance fibre-reinforce cementitious composties for retrofitting
  101. Improved Lattice Model for Concrete Fracture
  102. Accurate determination of the coefficients of elastic crack tip asymptotic field by a hybrid crack element with p-adaptivity
  103. Homogenization-based multivariable element method for pure torsion of composite shafts
  104. Constitutive modelling of ferroelectric composites with a PSZ matrix
  105. Optimization techniques for the design of high-performance fibre-reinforced concrete
  106. When does an adhesively bonded interfacial weak zone become the nucleus of a crack?
  107. Asymptotic bounds on overall moduli of cracked bodies
  108. Asymptotics of multiple crack interactions and prediction of effective modulus
  109. Mechanics of fibre-reinforced cementitious composites
  110. The solution of an inhomogeneity in a finite plane region and its application to composite materials
  111. Optimum in situ strength design of laminates under combined mechanical and thermal loads
  112. Dynamic response of a cracked piezoelectric ceramic under arbitrary electro-mechanical impact
  113. An improved hybrid-stress element approach to torsion of shafts
  114. Application of penalty-equilibrium hybrid stress element method to crack problems
  115. Application of a visco-elastic tension-softening constitutive model to cracked and ageing concrete
  116. Fracture Mechanical Prediction of Transitional Failure and Strength of Singly-Reinforced Beams
  117. Fracture analysis for multi-material system with an interface crack
  118. Two practical applications of crack kinking
  119. Design of Fiber-Reinforced DSP Mixes for Minimum Brittleness
  120. On the solution of doubly periodic array of cracks
  121. An accurate method for solving crack problems with discontinuous crack-line tractions
  122. Micromechanical modelling of strain hardening and tension softening in cementitious composites
  123. Matrix crack-induced delamination in composite laminates under transverse loading
  124. Tension softening of fibre-reinforced cementitious composites
  125. Doubly periodic arrays of bridged cracks and short fibre-reinforced cementitious composites
  126. Minimum cost design of multispan partially prestressed concrete T-beams using DCOC
  127. Pull-out of axisymmetric headed anchors
  128. MINIMUM COST DESIGN OF MULTISPAN PARTIALLY PRESTRESSED CONCRETE BEAMS USING DCOC
  129. Subsurface and surface cracks under contact loading in transformation-toughened ceramics
  130. Fracture mechanics and structural concrete
  131. APPLICATION OF DCOC TO OPTIMUM PRESTRESSED CONCRETE BEAM DESIGN
  132. Mode I stress singularity and intensity factor at a crack tip terminating at a transversely isotropic-orthotropic bimaterial interface
  133. Multiple cracks in transformation toughened ceramics
  134. Crack front trapping in transformation-toughened ceramics
  135. Minimum cost design of RC frames using the DCOC method Part I: Columns under uniaxial bending actions
  136. Minimum cost design of RC frames using the DCOC method Part II: Columns under biaxial bending actions
  137. Minimum cost design of RC beams with segmentation using continuum-type optimality criteria
  138. Multiple Cracking in Angle-Ply Composite Laminates
  139. Asymptotics of three-dimensional macrocrack-microcrack interaction
  140. Fatigue Crack Growth from Small Surface Cracks in Transformation-Toughened Ceramics
  141. Effective Spring Constant for Planar Arrays of Circular Cracks
  142. Fracture mechanics and optimization — a useful tool for fibre-reinforced composite design
  143. Optimum Microstructure of Transformation-Toughened Ceramics for Enhanced Wear Performance
  144. Materials With Negative Poisson’s Ratio: A Qualitative Microstructural Model
  145. Optimization — a tool in advanced materials technology
  146. Minimum cost design of RC beams using DCOC Part I: Beams with freely-varying cross-sections
  147. Minimum cost design of RC beams using DCOC Part II: Beams with uniform cross-sections
  148. Mode II and mode III stress singularities and intensities at a crack tip terminating on a transversely isotropic-orthotropic bimaterial interface
  149. Minimum cost design of reinforced concrete beams using continuum-type optimality criteria
  150. Cracked composite laminates least prone to delamination
  151. Surface cracks in transformation toughening ceramics
  152. Fracture mechanics of cement mortar and plain concrete
  153. Mean stress criterion and internal cracks in transformation toughened ceramics
  154. MOST EFFICIENT NLP TECHNIQUES IN OPTIMUM STRUCTURAL FRAME DESIGN
  155. Contribution of first-order moduli differences to dilatant transformation toughening
  156. Interaction of penny-shaped cracks with a half-plane crack
  157. Numerical determination of transformation zone in partially stabilized zirconia
  158. Contribution of t m Phase Transformation to the Toughening of ZTA
  159. Modelling of tension softening in quasi-brittle materials by an array of circular holes with edge cracks
  160. Minimum-cost design of reinforced concrete structures
  161. Minimum-cost reinforced concrete beams and columns
  162. Tensile response of quasi-brittle materials
  163. Minimum cost design of reinforced concrete structures
  164. Size-effect prediction from effective crack model for plain concrete
  165. An anisotropic damage model for plain concrete
  166. Effective crack model for the determination of fracture toughness () of concrete
  167. Optimum design of frames under multiple loads
  168. An improved effective crack model for the determination of fracture toughness of concrete
  169. Fracture toughness of plain concrete from three-point bend specimens
  170. Minimum-weight design of structural frames
  171. Three-dimensional elastic crack tip interactions with shear transformation strains
  172. A partially debonded ellipsoidal inclusion in an elastic medium. Part I: Stress and displacement fields
  173. A partially debonded ellipsoidal inclusion in an elastic medium. Part II: Stress intensity factors and debond opening displacement
  174. Optimal design of elastic beams under multiple design constraints
  175. Optimum design of statically indeterminate structures subject to strength and stiffness constraints and multiple loading
  176. Optimum structures under strength and stiffness constraints
  177. Discussion: Determination of specimen-size independent fracture toughness of plain concrete
  178. CONVEX SHAPES FOR GIVEN TORSION CONSTANT AND SECOND MOMENTS OF AREA
  179. Optimum sections for given torsional and flexural rigidity
  180. On Minimax Optimum Design of Flexural Members in Presence of Self-Weight
  181. Optimum design of statically indeterminate beams under multiple loads
  182. THE SHAPE OF A PLANE SECTION OF MAXIMUM MOMENT OF INERTIA
  183. Fracture toughness of plain concrete from compression splitting tests
  184. Limitations of Galerkin's method in optimal design of beam columns
  185. Prediction of load-deflection behavior of plain concrete from fracture energy
  186. COMPUTER-AIDED MINIMUM-WEIGHT DESIGN OF STATICALLY INDETERMINATE BEAMS
  187. Stress intensity factor and energy release rate for three-point bend specimens
  188. Elastic Field of a Partially Debonded Elliptic Inhomogeneity in an Elastic Matrix (Plane-Strain)
  189. The stress field in a matrix containing a partially debonded elliptic inhomogeneity of identical Poisson's ratio
  190. Fracture of glassy brittle materials
  191. Maximum Strength Design of Structural Frames
  192. MINIMUM WEIGHT BEAM-COLUMNS OF GIVEN COMPLIANCE
  193. Various size effects in fracture of concrete
  194. Compressive fracture of brittle materials
  195. Maximum strength/stiffness design of structural members in presence of self-weight
  196. Optimal Strength and Stiffness Design of Beams
  197. MAXIMUM STIFFNESS BEAM-COLUMNS SUBJECTED TO CONCENTRATED MOMENTS
  198. Optimal strength design of beam-columns
  199. On crack kinking and curving
  200. Optimal control of a dynamical system representing a gantry crane
  201. Effective Moduli of Particulate Solids
  202. Minimum-weight multi-constraint vibrating cantilevers
  203. MINIMUM WEIGHT MEMBERS FOR GIVEN LOWER BOUNDS ON EIGENVALUES
  204. Crack kinking under nonsymmetric loading
  205. MINIMUM WEIGHT DESIGN OF BEAM-COLUMNS
  206. OPTIMAL DESIGN OF BEAM-COLUMNS SUBJECTED TO CONCENTRATED MOMENTS
  207. A note on complexities of compression failure
  208. Discussion: “Simple Approximate results for the stress intensity factors at the tip of a kinked crack,” by I. C. Howard
  209. The impossibility of comminuting small particles by compression
  210. Optimal design of multi-purpose beam-columns
  211. Optimal design of multi-purpose structures
  212. Optimal design of multi-purpose tie-beams
  213. Fracture of solids containing arrays of cracks
  214. MINIMUM WEIGHT DESIGN OF MULTI-PURPOSE BEAM COLUMNS OF SOLID CONSTRUCTION
  215. Optimal design of multi-purpose tie column of solid construction
  216. The optimal design of beam-columns
  217. Fracture characteristics of solids containing doubly-periodic arrays of cracks
  218. Minimum-Weight Design of Multipurpose Tie-Beam of Solid Cross-Section
  219. MINIMUM-WEIGHT DESIGN OF MULTI-PURPOSE TIE-COLUMN OF SOLID CONSTRUCTION
  220. Minimum-weight design of hollow cylinders for given lower bounds on torsional and flexural rigidities
  221. On the solution of optimization problems with singularities
  222. Spread of plasticity from a stack of cracks under mode I conditions
  223. Spread of plasticity from stacked stress concentrations
  224. Mobility of arrays of dissociated and superlattice dislocations in an internally stressed solid
  225. Minimum-weight design of multi-purpose cylindrical bars
  226. Bypassing of a barrier by dissociated and superlattice dislocations
  227. Dislocation mobility and the concept of flow stress
  228. Optimum design of vibrating cantilevers
  229. Elastic Fields in Quantum Dot Structures with Arbitrary Shapes and Interface Effects
  230. Thermo-Elastic Size-Dependent Properties of Nano-Composites with Imperfect Interfaces