| Foreword |
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xi | |
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Computational advances and multiscale modelling |
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Keynote paper: Discrete vs smeared crack models for concrete fracture: bridging the gap |
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3 | (16) |
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Keynote paper: Models and algorithms for localized failure |
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19 | (14) |
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A new approach to strong embedded discontinuities |
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33 | (10) |
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A dynamically consistent gradient model derived from a discrete microstructure: higher-order stiffness and higher-order inertia |
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43 | (10) |
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A micromechanical approach to the strength criterion of composite materials |
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53 | (6) |
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Computational strategies for time-dependent behaviour of ECC |
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59 | (8) |
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Multiscale modelling of granular materials |
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67 | (4) |
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Investigations on crack propagation in reinforced concrete structures |
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71 | (10) |
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Analysis of concrete fracture using a heterogeneous continuum model |
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81 | (8) |
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Strong discontinuity modeling of cracking in concrete |
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89 | (12) |
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A computational approach for three-dimensional probabilistic discrete cracking in concrete |
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101 | (8) |
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Adaptive simulation of quasibrittle failure |
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109 | (10) |
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Description of thermo-mechanical behaviour of reinforced concrete |
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119 | (8) |
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Combined damage-plasticity models for discontinuous fracture |
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127 | (6) |
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Combined continuous/discontinuous failure of cementitious composites |
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133 | (6) |
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Ductility assessment of HP2C structures: from material modeling to model-based structural simulation |
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139 | (10) |
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Modeling of static multi-cracking fracture processes in concrete |
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149 | (10) |
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Keynote paper: Non local damage model with evolving internal length based on micromechanics |
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159 | (12) |
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New results in meso-mechanical modeling of concrete using fracture-based zero-thickness interface elements |
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171 | (8) |
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Benchmarking of concrete cracking constitutive laws. MECA project |
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179 | (10) |
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Bond in finite element modelling of reinforced concrete |
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189 | (6) |
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Multiaxial stress-induced thermal strains: constitutive modelling and laboratory findings |
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195 | (10) |
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Bond-slip in reinforced concrete structures, constitutive modelling and finite element implementation |
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205 | (10) |
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Bond-slip relationship for smooth steel reinforcement |
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215 | (10) |
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A coupled damage-viscoplasticity model for the analysis of localisation and size effects |
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225 | (6) |
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Localisation of deformations in concrete subjected to compression |
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231 | (10) |
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Calibration of non local damage model with size effect law |
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241 | (8) |
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Constitutive model for highly ductile fiber-reinforced cement-based composites under cyclic load |
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249 | (10) |
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Development of an inverse procedure for parameters estimates of numerical models |
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259 | (10) |
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Total-local consistency condition in a plastic-damage model for concrete |
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269 | (6) |
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Regularisation behaviour of the viscoplastic consistency model |
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275 | (6) |
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A new constitutive model for concrete-steel bond behavior |
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281 | (6) |
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Scalar damage model for concrete without explicit evolution law |
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287 | (8) |
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Modeling of concrete response under fatigue |
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295 | (10) |
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Numerical aspects of nonlocal plasticity with strain softening |
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305 | (10) |
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Study of shape properties of concrete crack surface in frequency domain |
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315 | (10) |
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Two- and three-dimensional gradient damage-plasticity simulations of cracking in concrete |
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325 | (10) |
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Shear-compression modeling of cement-based material |
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335 | (12) |
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Modelling of multiphysics phenomena and time effects |
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Keynote paper: [ Bio-] Chemomechanics at finer scales -- a review |
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347 | (14) |
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Modeling of concrete deterioration by alkali-silica reaction |
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361 | (12) |
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Long time behavior of concrete: creep, fracture and size effects |
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373 | (8) |
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Coupled moisture-carbon dioxide-calcium transfer model for carbonation of concrete |
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381 | (10) |
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An unified approach for the modeling of drying shrinkage and basic creep of concrete: analysis of intrinsic behaviour and structural effects |
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391 | (10) |
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Material model for concrete under monotonic loading and creep |
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401 | (10) |
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Numerical simulation of hydrous damage in concrete: application to a structural element |
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411 | (12) |
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Measuring and computational modeling of liquid transfer in fractured concrete |
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423 | (10) |
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Drying shrinkage, creep and cracking of concrete: from coupled material modelling to multified structural analyses |
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433 | (10) |
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Micromechanics of shotcrete elasticity |
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443 | (10) |
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Drying of porous media: numerical and experimental approach |
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453 | (10) |
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Thermodynamics of open systems with application to chemomechanical problems |
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463 | (10) |
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Computational modeling of transport mechanisms in reactive porous media -- application to calcium leaching of concrete |
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473 | (10) |
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A micromechanical analysis of the observed kinetics of ASR-induced swelling in concrete |
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483 | (8) |
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Modelling the splitting effects of corrosion in reinforced concrete |
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491 | (10) |
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Creep deformation of FRP-plated R/C tensile elements using solidification theory |
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501 | (12) |
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Modelling drying and loading effect in structural concrete repair |
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513 | (8) |
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A non-saturated porous medium approach for the modelling of concrete behaviour submitted to high temperatures |
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521 | (10) |
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Numerical models for coupling creep and fracture of concrete structures |
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531 | (10) |
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A transient thermal creep model for concrete |
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541 | (10) |
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Prestressed bridges under corrosion attack |
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551 | (8) |
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A chemo-mechanical modelling framework of concrete: coupling between calcium leaching and continuum damage mechanics |
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559 | (10) |
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Thermal degradation in heterogeneous concrete materials |
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569 | (14) |
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Modelling of structural performance |
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Keynote paper: Stochastic models for deformation and failure of quasibrittle structures: recent advances and new directions |
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583 | (16) |
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Keynote paper: Regularized saw-tooth softening |
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599 | (20) |
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Keynote paper: Optimization of jet-grouted support in NATM tunneling |
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619 | (8) |
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A note on the design of fibre-reinforced shotcrete linings for underground support |
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627 | (8) |
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Nonlinear local analysis of reinforced concrete plates |
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635 | (10) |
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On the behaviour of R/C beams without shear reinforcement |
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645 | (10) |
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Settlement damage modelling of historical buildings |
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655 | (12) |
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A direct stiffness technique for the analysis of concrete-steel composite beams |
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667 | (6) |
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Size effect of sandstone and concrete |
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673 | (10) |
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Simulation of headed anchor failure |
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683 | (6) |
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Structural modeling of reinforced concrete slabs subjected to falling rock impacts |
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689 | (6) |
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Predicting tunneling-induced settlement damage for a concrete frame structure with a masonry facade |
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695 | (12) |
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Bending behaviour simulations of fibre reinforced beams with rebars by using the bridged crack model |
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707 | (10) |
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Application of a constitutive model for concrete to the analysis of a precast segmental tunnel lining |
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717 | (10) |
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From elementary tests to industrial applications: validation of a non local isotropic damage model |
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727 | (10) |
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Modelling the behaviour of RC beams retrofitted with CARDIFRC® |
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737 | (14) |
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Benchmarking of non-linear finite element analyses for reinforced concrete deep beams |
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751 | (8) |
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RC structures with textile reinforcement and strengthening |
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759 | (10) |
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Optimisation of strut-and-tie model in deep beams with openings |
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769 | (8) |
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Nonlinear design procedures for reinforced concrete plates and shells |
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777 | (6) |
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Fire resistance of SFRC thin plates |
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783 | (10) |
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Reliability assessment of concrete structures |
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793 | (12) |
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Some advantages of 1D- instead of 2D- or even 3D-modelling for non-linear analysis of reinforced concrete frames |
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805 | (12) |
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Reliability analysis of concrete structures |
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817 | (10) |
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A displacement-based formulation for steel-concrete composite beams with shear lag |
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827 | (12) |
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Improvement of structural behaviour in concrete shells using optimisation techniques |
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839 | (8) |
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Modeling of initially cracked reinforced concrete bridge decks |
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847 | (8) |
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Design of the shotcrete tunnel lining of a metro station -- safety considerations |
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855 | (14) |
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Modelling of seismic and cyclic behaviour |
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Keynote paper: Numerical modelling for earthquake engineering: the case of lightly RC structural walls |
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869 | (12) |
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Simulation of cyclically-loaded columns made with ductile cement-based composites |
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881 | (10) |
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Non linear modelling of masonry infilled frames. Identification of the global model characteristics using local modelling |
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891 | (10) |
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Toward a high-quality FEM analysis of RC members subjected to reversed cyclic shear |
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901 | (8) |
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PC members with bonded and un-bonded tendon under uniaxial cyclic load; experiment and analysis |
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909 | (10) |
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| Author index |
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919 | |
