| Preface |
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xi | |
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Reappraisal of phase-field, peridynamics and other fracture models in light of classical fracture tests and new gap test |
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3 | (5) |
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On the application of nonlinear analysis in the design and assessment of reinforced concrete structures |
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8 | (14) |
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Fluctuation-based fracture mechanics of heterogeneous materials and structures in the semigrand canonical ensemble |
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22 | (8) |
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Building resilience and masonry structures: How can computational modelling help? |
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30 | (8) |
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The numerical simulation of self-healing cementitious materials |
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38 | (8) |
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Surface and size effects on elasticity and fracture |
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46 | (13) |
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Analysis of concrete materials |
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Fracture of cement hydrates determined from micro-scratching tests and their modeling |
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59 | (7) |
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FE2 multiscale modelling of chloride ions transport in recycled aggregates concrete |
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66 | (10) |
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Computational modelling of material behaviour of layered 3D printed concrete |
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76 | (10) |
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Numerical modelling via a coupled discrete approach of the autogenous healing for Fibre-Reinforced Cementitious Composites (FRCCs) |
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86 | (10) |
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Experimental and computational micromechanics of dental cement paste |
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96 | (6) |
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Autogenous healing in cement: A kinetic Monte Carlo simulation of CaCO3 precipitation |
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102 | (5) |
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Numerical investigations of discrete crack propagation in Montevideo splitting test using cohesive elements and real concrete micro-structure |
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107 | (10) |
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A 3D coupled chemo-mechanical model for simulating transient damage-healing processes in self-healing cementitious materials |
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117 | (5) |
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Meso-scale simulation of non-uniform steel corrosion induced damage in recycled aggregate ductile concrete |
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122 | (8) |
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Simulation of Brazilian tests of ultra-high performance fibre-reinforced concrete |
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130 | (8) |
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Mulhscale modeling of the mesotexture of C-S-H and ASR gels |
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138 | (10) |
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Study on detection of internal cracks by inspection of impact echo using CNN |
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148 | (6) |
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Effect of lateral confinement on concrete fatigue life under shear loading |
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154 | (8) |
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Simulation of self-compacting steel fibre reinforced concrete using an enhanced SPH methodology |
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162 | (6) |
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Decarbonizing concrete with artificial intelligence |
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168 | (9) |
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Comparison of perfect and cohesive adhesion between globules on mechanical properties of C-S-H gel RVE with FEM method |
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177 | (7) |
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Predictive approach of the size effect of PFRC simulated by using a softening function |
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184 | (9) |
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Estimation of concrete strength by machine learning of AE waves |
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193 | (9) |
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Fiber orientation modeling during extrusion-based 3D-concrete-printing |
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202 | (10) |
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Modelling of cracking mechanisms in cementitious materials: The transition from diffuse microcracking to localized macrocracking |
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212 | (7) |
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Analysis of concrete structures |
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Nonlinear FE analysis of fiber reinforced cementitious matrix strengthened RC columns |
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219 | (7) |
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Interaction diagram for columns with multispiral reinforcement: Experimental data vs. blind prediction using CDPM2 |
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226 | (10) |
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FEM modelling of FRP reinforced concrete with a shell element approach |
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236 | (10) |
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Application of NLFEA for crack width calculations in SLS |
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246 | (9) |
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Modelling precast concrete structures with equivalent rebar-concrete interaction |
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255 | (9) |
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Structural behavior of fiber reinforced concrete foundations |
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264 | (11) |
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3D FEM analysis of disk shear-key considering the material properties of the existing concrete surface |
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275 | (9) |
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Star-shaped Falling Weight Deflectometer (FWD) testing and quantification of the distribution of the modulus of subgrade reaction |
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284 | (10) |
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Numerical simulation of evolution of bond strength of GFRP bars with time |
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294 | (7) |
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Computational modeling of time-dependent shrinkage stresses developed in GFRP bar reinforced slabs-on-ground exposed to ambient environment |
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301 | (7) |
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Validation of reinforced concrete pile caps using non-linear finite element analysis and finite element limit analysis |
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308 | (10) |
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Simulation of fracture on PFRC specimens subjected to high temperature using a cohesive model |
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318 | (8) |
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Numerical modeling of shear critical T-beam with conventional reinforcement and fibers |
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326 | (6) |
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Refined and simplified modelling of steel-concrete-steel (SCS) composite beams |
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332 | (11) |
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Analysis of masonry materials and structures |
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A comparative computational study on the static pushover and dynamic time history response of a masonry building |
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343 | (10) |
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Numerical evaluation of mortarless interlocking masonry walls under in-plane lateral loading |
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353 | (10) |
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A microporomechanical model to predict nonlinear material behavior of masonry |
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363 | (10) |
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Interpreting size effects on adobe masonry mortar: Experiments and numerical simulations |
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373 | (8) |
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Transient shear band and its kinetics around interfaces of cementitious materials and soil/rock foundation |
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381 | (8) |
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3D dissipative mechanisms modelling for masonry-like materials under multiaxial cyclic loads |
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389 | (10) |
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Numerical modeling of compression tests on masonry cores |
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399 | (10) |
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Constitutive models and computational frameworks How gap tests of ductile and quasibrittle fracture limit applicability of phase-field, XFEM, cohesive, nonlocal and crack-band models? |
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409 | (5) |
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Modelling of a PsD hybrid test on a RC column/beam junction combining a multifibre beam model and a POD-ROM approach |
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414 | (10) |
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Integration of the principle of mesh refinement in the Adaptive Static Condensation (ASC) method |
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424 | (8) |
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Recent advancements in Sequentially Linear Analysis (SLA) type solution procedures |
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432 | (11) |
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Investigation of an extended damage-plasticity model for concrete considering nonlinear creep behavior |
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443 | (8) |
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3D DEM simulations of fracture in reinforced concrete beams |
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451 | (6) |
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Numerical reproduction of three plain concrete tests |
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457 | (10) |
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Comparison of classical and higher order continuum models for shear failure of concrete |
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467 | (9) |
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A combined VEM and interface element-based approach for stochastic failure analysis of concrete |
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476 | (10) |
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Examination of advanced isotropic constitutive laws under complex stress states in plain and reinforced concrete specimens |
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486 | (10) |
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Numerical modeling of concrete fracturing and size-effect of notched beams |
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496 | (7) |
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Comparative investigation of dynamic implicit and explicit methods for the Lattice Discrete Particle Model |
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503 | (7) |
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Monotonic and fatigue behavior of cementitious composites modeled via a coupled sliding-decohesion-compression interface model |
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510 | (10) |
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On the modelling of the rate dependence of strength using a crack-band based damage model for concrete |
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520 | (5) |
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Parametric study of the Lattice Discrete Particle Model (LDPM) constitutive law for fiber reinforced concretes (FRCs) |
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525 | (8) |
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Convex and effective yield surfaces for numerical rigid plastic limit analysis of reinforced concrete structures with in-plane forces |
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533 | (12) |
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Durability, coupled, time-dependent, and thermal effects Optimization of the corrosion initiation time of RC structures considering uncertainties |
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545 | (10) |
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Engineering mechanics analysis of a moderate fire inside a segment of a subway station |
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555 | (9) |
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Curling stresses and thermal eigenstresses in a concrete pavement slab |
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564 | (8) |
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Modeling of capillary fluid flow in concrete using a DEM-CFD approach |
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572 | (10) |
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Modeling of carbonation, de-carbonation and re-carbonation processes of structural concrete subjected to high temperature |
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582 | (8) |
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Multi-physics simulation of steel corrosion in reinforced UHPC beams under coupled sustained loading and chloride attack |
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590 | (6) |
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A novel DEM based pore-scale thermo-hydro-mechanical model |
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596 | (9) |
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Modeling inundation flooding in urban environments using density functional theory |
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605 | (8) |
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Weak finite-discrete element coupling for the simulation of drying shrinkage cracking in concrete |
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613 | (5) |
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Upscaling of coupled mechanical and mass transport discrete model |
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618 | (6) |
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PARC_CL 2.1: Modelling of the time-dependent behaviour of reinforced concrete slabs |
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624 | (10) |
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Investigation of drying shrinkage effects on sloped concrete-concrete composites |
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634 | (6) |
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Time-dependent behavior of the twisted columns of New Marina Casablanca Tower |
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640 | (6) |
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Portlandite dissolution: Part
1. Mechanistic insight by Molecular Dynamics (MD) |
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646 | (6) |
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Portlandite dissolution: Part
2. Forward rates by Kinetic Monte Carlo (KMC) |
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652 | (7) |
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Safety assessment and design-oriented models Retrofitting of existing structures by advanced analysis |
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659 | (10) |
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Modelling aspects of non-linear FE analyses of RC beams and slabs failing in shear |
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669 | (10) |
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Non-linear finite element analysis affected by ill-defined concrete parameters |
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679 | (10) |
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Using submodels for a probabilistic nonlinear analysis of corroded RC-structures |
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689 | (5) |
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Numerical analysis of experimentally tested frame comers with opening moments using the Compatible Stress Field Method (CSFM) |
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694 | (10) |
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Efficiently determining the structural reliability of a corroding concrete bridge girder using finite element modelling for multiple limit states |
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704 | (8) |
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Assessment by in-situ load tests of historical steel-concrete bridge decks |
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712 | (8) |
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Joint free pavements made with HPFRC |
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720 | (8) |
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Modelling stability of reinforced concrete walls applying convex optimization |
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728 | (8) |
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Design of steel fiber reinforced concrete tunnel lining segments by nonlinear finite-element analysis with different safety formats |
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736 | (10) |
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Optimised strut and tie model for integrated ULS- and SLS design of RC structures |
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746 | (7) |
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| Author Index |
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753 | |
