Conference Agenda
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Session Overview |
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| 4:00pm - 7:00pm |
Registration |
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| 8:00am - 9:00am |
Registration |
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| 9:00am - 9:20am |
Conference Opening Location: Olympia Chair: Günther Meschke |
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| 9:20am - 10:00am |
PL1: Plenary Lecture 1 Location: Olympia Chair: Günther Meschke Risk from using marginal design code equations and unphysical strength probability distributions in structural safety software – a wake-up call |
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| 10:00am - 10:30am |
Coffee Break |
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| 10:30am - 12:10pm |
MM1/1: Constitutive models and computational frameworks Location: Olympia Chair: Günter Hofstetter Model uncertainty of numerical crack width in reinforced concrete 10:50am - 11:10am DEM-based numerical analysis of fiber-reinforced concrete 11:10am - 11:30am Explicit consideration of the fiber orientation state in the design of fiber reinforced concrete structures with nonlinear FE-analysis 11:30am - 11:50am Numerical simulation of rust growth and corrosion-induced cracking in reinforced concrete samples 11:50am - 12:10pm Comprehensive validation of a 2.5D layered model for crack growth in concrete |
MM1/2: Analysis of concrete structures Location: Seefeld/Tirol Chair: Joaquim Barros Reducing input uncertainties in damage-based finite element models of nuclear containment structures through Bayesian inference 10:50am - 11:10am Numerical simulation of experimentally determined shear capacity of a prestressed beam without transverse reinforcement 11:10am - 11:30am Computational confinement analysis of hollow circular concrete columns using a finite layer constitutive framework 11:30am - 11:50am Analytical prediction model for the mechanical response of concrete cover spalling supported by numerical simulations 11:50am - 12:10pm Modeling PPFRC beams: assessment of constitutive and bond models |
| 12:10pm - 1:30pm |
Lunch Break |
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| 1:30pm - 2:10pm |
PL2: Plenary Lecture 2 Location: Olympia Chair: Jan G. Rots Time-dependent load-bearing capacity of corroded post-tensioned bridge beams with dapped-ends |
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| 2:10pm - 3:30pm |
MA1: Analysis of concrete structures Location: Olympia Chair: Jan G. Rots A generalized and parametrized finite-element model for flat slab punching 2:30pm - 2:50pm A new model for anchorage length design in concrete elements considering support effects and ductility 2:50pm - 3:10pm Lattice discrete modeling of fatigue propagation in concrete validated using prestressed beam tests 3:10pm - 3:30pm A platform for validation and verification of models for concrete and concrete structures |
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| 3:30pm - 4:00pm |
Coffee Break |
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| 4:00pm - 5:40pm |
MA2/1: Analysis of concrete structures Location: Olympia Chair: Beatrice Belletti FE modelling of concrete biological shield exposed to neutron radiation 4:20pm - 4:40pm Composite behavior of concrete columns with one-directional section enlargements 4:40pm - 5:00pm Structural vulnerability and catenary effects in concrete frames under high-energy events 5:00pm - 5:20pm Reliability assessment of concrete walls as systems for low impacted energies in steep mountainous areas 5:20pm - 5:40pm FEM analysis of punching shear in reinforced concrete slabs: role of concrete-steel interface |
MA2/2: Constitutive models and computational frameworks Location: Seefeld/Tirol Fiber’s key characteristics in aligned pullout: insights from computations 4:20pm - 4:40pm Modelling crack propagation in concrete structures using a cohesive fracture phase-field framework 4:40pm - 5:00pm CT-image-based simulation of cracking of fiber-reinforced concrete beams 5:00pm - 5:20pm On vertex instability of pressure-sensitive non-associated plasticity with hyperbolic plastic potential functions 5:20pm - 5:40pm Revisiting equivalent strain concepts with reference to localizing gradient damage |
| 5:45pm - 8:00pm |
Welcome Cocktail |
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| 9:00am - 9:40am |
PL3: Plenary Lecture 3 Location: Olympia Chair: Bernhard Pichler Mesoscale discrete modeling of monotonic, cyclic and fatigue loading of concrete |
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| 9:40am - 10:10am |
Coffee Break |
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| 10:10am - 12:10pm |
TM1/1: Constitutive models and computational frameworks Location: Olympia Chair: Daniela Addessi A phase-field damage-plasticity approach for analyzing bonded anchors with supplementing reinforcements 10:30am - 10:50am An iterative-incremental energy-based micromechanical model for quasi-brittle materials with crack closure and friction 10:50am - 11:10am A scalable hybridized mixed finite element formulation for 3D crack propagation under large strain and contact 11:10am - 11:30am A finite volume-based cyclic constitutive model for reinforced concrete 11:30am - 11:50am Size-effect law in gap test recreated with damaged-plasticity model 11:50am - 12:10pm A frictional cohesive zone model for simulating quasi-brittle fracture: time-dependent vs time-independent regularizations of the frictional term |
TM1/2: Multi-scale and multi-physics approaches Location: Seefeld/Tirol Chair: Jacek Tejchman A novel meso-scale numerical implementation of the carbonation kinetics of cementitious materials 10:30am - 10:50am Multi-scale numerical investigation of freeze–thaw effects on fatigue behavior of RC slabs and development of strain energy-based damage factor 10:50am - 11:10am Multiscale thermo-elastic modeling of hydrating binders for waste confinement 11:10am - 11:30am Multiscale strength modeling of low-carbon cement pastes: the roles of the stiffness of binder constituents and surrogate modeling 11:30am - 11:50am Influence of wall effect on drying shrinkage of self-compacting concrete 11:50am - 12:10pm Multiscale modelling of carbonation in concrete made with RCA |
| 12:10pm - 1:30pm |
Lunch Break |
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| 1:30pm - 2:10pm |
PL4: Plenary Lecture 4 Location: Olympia Chair: Günther Meschke Establishing trust in nonlinear failure analysis of concrete structures through facilitating nuanced quantification of uncertainties |
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| 2:10pm - 3:30pm |
TA1: Multi-scale analysis of concrete materials Location: Olympia Chair: Bernhard Pichler Effects of fluid and aggregate fragmentation on dynamic concrete behavior using a novel DEM-based hydro-mechanical model 2:30pm - 2:50pm Modeling the contact problem for creep analysis in C-S-H nanoindentation 2:50pm - 3:10pm Sensitivity and uncertainty analysis of surrogate-assisted micromechanical models for recycled aggregate concrete with ITZ considerations 3:10pm - 3:30pm 2D framework for mesoscopic concrete simulations enriched with 3D topology information |
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| 3:30pm - 4:00pm |
Coffee Break |
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| 4:00pm - 6:00pm |
TA2/1: Analysis of concrete materials Location: Olympia Chair: Luise Göbel Microstructural characterization and numerical evaluation of interfacial transition zones in cement-based composites with biomineralized-coated aggregates 4:20pm - 4:40pm Multiscale modeling of the mechanical properties of mortars containing mineral additions and recycled sand 4:40pm - 5:00pm Predictive modeling of concrete carbonation in urban tunnels using experimental data 5:00pm - 5:20pm Do we need environmental boundary conditions for the time-dependent material behaviour of concrete? 5:20pm - 5:40pm Thermo-hydro-mechanical study of creep in concrete at 150°C and 90% RH: experimental characterization and modeling calibration 5:40pm - 6:00pm Modelling of the wall effect with the two-phase Lattice Discrete Particle Model |
TA2/2: Analysis of concrete structures Location: Seefeld/Tirol Chair: Rostislav Chudoba Computational evaluation of strains measured in tubbings of a segmental tunnel lining 4:20pm - 4:40pm Numerical study on matrix deterioration at the anodic region of impressed current cathodic protection system 4:40pm - 5:00pm DCNN based on X-ray CT images for detection of cracking damage of in-service concrete structure 5:00pm - 5:20pm Study of the impact of coatings on the ageing assessment of double wall concrete containment building without metallic liner 5:20pm - 5:40pm Analysis with FEM and shear-lag theory for predicting stress distribution along interface of post-installed short-length epoxy anchor 5:40pm - 6:00pm Seismic capacity assessment of existing corroded RC viaduct piers in marine environment |
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| 9:00am - 9:40am |
PL5: Plenary Lecture 5 Location: Olympia Chair: Jan G. Rots Exploring the potential of new reinforcements for the structural strengthening using advanced numerical simulations |
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| 9:40am - 10:40am |
WM1: Data-driven, AI and machine learning methods Location: Olympia Chair: Günther Meschke Data-driven damage mechanics: an outlook to failure 10:00am - 10:20am Refining crack width predictions in RC beams using FEM and neural network-based surrogate models for crack band size correction 10:20am - 10:40am Strut and tie ML AI models for reinforced concrete analysis |
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| 10:40am - 11:10am |
Coffee Break |
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| 11:10am - 12:30pm |
WM2/1: Data-driven, AI and machine learning methods Location: Olympia Chair: Jan Cervenka Predicting fatigue lifetime of high-strength concrete with physics-based machine learning 11:30am - 11:50am Scene classification-assisted deep learning for crack detection of asphalt pavements in RC bridge 11:50am - 12:10pm Computational thermal analysis for health monitoring of concrete dam structures using shadow modeling and deep learning 12:10pm - 12:30pm Advancing impact simulation through physics-informed neural networks: application to multi-layer composites |
WM2/2: Analysis of concrete structures Location: Seefeld/Tirol Chair: Max Hendriks Numerical study on effects of stud bolt and tiebar on impact resistance of SC panels under impact loads 11:30am - 11:50am Prediction of post-fire performance of scaled cylindrical RC walls of RPV pedestal of nuclear power plant 11:50am - 12:10pm Key parameters for simulating Delayed Ettringite Formation in concrete structures 12:10pm - 12:30pm Design-oriented finite element method for solid reinforced concrete structures using convex optimisation |
| 12:30pm - 12:40pm |
Distribution of Lunch Boxes |
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| 2:00pm - 4:00pm |
Skiing Race / Curling |
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| 9:00am - 10:40am |
ThM1/1: Constitutive models and computational frameworks Location: Olympia Chair: Matthias Neuner A comparative study of state-of-the-art constitutive models for concrete failure under shear-dominated stress states 9:20am - 9:40am Numerical study on prestressed concrete beams made continuous: blind predictions, post-dictions, and sensitivity studies 9:40am - 10:00am Numerical modeling of concrete under large deformations 10:00am - 10:20am A position-based framework for modeling reinforced concrete beams and externally FRP-strengthened RC beams 10:20am - 10:40am Non-proportional sequentially-linear analysis for masonry structures: capturing combined foundation settlement and push-over loads |
ThM1/2: Simulation methods for 3D concrete printing Location: Seefeld/Tirol Chair: Roman Wan-Wendner Microstructural characterization and bonding performance evaluation of 3D-printed concrete-mortar composites 9:20am - 9:40am Towards lattice modelling of additively manufactured cement-based composites with tailored Poisson's ratio-reinforcement 9:40am - 10:00am Assessing structural failure in extrusion-based 3D concrete printing using a plasticity model with non-linear hardening 10:00am - 10:20am Multiphysics simulation of time-dependent early-age behaviour in 3D printed concrete 10:20am - 10:40am Optimization of mixing time for printcrete using a non-contact monitoring system |
| 10:40am - 11:10am |
Coffee Break |
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| 11:10am - 12:50pm |
ThM2: Constitutive models and computational frameworks including 3D concrete printing Location: Olympia Chair: Gilles Pijaudier-Cabot Gradient-enhanced damage-plasticity approaches for modeling failure of concrete: phase-field fracture vs. localizing gradient damage 11:30am - 11:50am Numerical modelling of interlayer adhesion in 3D-printed concrete with LDPM 11:50am - 12:10pm Nonlinear force-based 3D beam model with bond-slip and time-staged prestressing for RC and PC structures 12:10pm - 12:30pm J-integral in random elastic medium 12:30pm - 12:50pm On mapping algorithms for material random fields in stochastic FE analysis of quasibrittle structures |
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| 12:50pm - 2:00pm |
Lunch Break |
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| 2:00pm - 3:20pm |
ThA1/1: Multi-scale and multi-physics approaches Location: Olympia Chair: Enrico Masoero Boundary condition strategies for strain localization in discrete periodic unit cell 2:20pm - 2:40pm Effect of mesostructure heterogeneity on the moisture and heat diffusion in concrete through a multi-phase discrete modelling approach 2:40pm - 3:00pm A novel DEM-based coupled 3D thermo-hydro-mechanical mesoscopic model with phase changes for modelling concrete behavior 3:00pm - 3:20pm Building a bio-chemo-mechanical simulation tool for microbial induced carbonate precipitation (MICP) in concrete: coarse graining nano to micro |
ThA1/2: Analysis of concrete structures Location: Seefeld/Tirol Chair: Tom Molkens Hybrid computational framework for nonlinear soil-structure interaction under seismic excitation using subdomain decomposition 2:20pm - 2:40pm Shear and transverse bending in the webs of thin-walled bridge girders 2:40pm - 3:00pm Benchmark on the modelling of RC structures affected by Delayed Ettringite Formation 3:00pm - 3:20pm Fracture-based modelling and ductility quantification for structural health monitoring of reinforced concrete |
| 3:20pm - 3:50pm |
Coffee Break |
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| 3:50pm - 4:50pm |
ThA2: Advanced concrete simulations Location: Olympia Coarse-grained chemo-mechanical simulations: a cornerstone for long-term predictions of concrete degradation 4:10pm - 4:30pm Three-dimensional analysis of box girders considering nonlinear creep, shrinkage, and cracking effects 4:30pm - 4:50pm Lessons learned from simulations of the gap test |
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| 4:50pm - 5:30pm |
PL6: Plenary Lecture 6 Location: Olympia Chair: Herbert A. Mang Personal reflections on 40 years of research in computational modeling of the load-bearing behavior of concrete structures |
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| 5:30pm - 5:40pm |
Conference Closing Location: Olympia |
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| 7:30pm - 11:00pm |
Conference Banquet Location: Klosterbräu |
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