Conference Agenda
Overview and details of the sessions of this conference. Please select a date or location to show only sessions at that day or location. Please select a single session for detailed view (with abstracts and downloads if available).
|
Session Overview | |
Location: EI 10 TU Wien, Campus Gußhaus, Gußhausstraße 25-29, 1040 Wien Groundfloor |
Date: Wednesday, 23/Apr/2025 | |
10:40am - 12:20pm |
MS18-1: Recent advances in fracture modeling of concretes and structures Location: EI 10 Chair: Gianluca Cusatis A mechanism-based random field projection for stochastic analysis of concrete structures and other quasibrittle structures 11:00am - 11:20am A novel continuum damage model for quasi-brittle materials: application to concrete 11:20am - 11:40am Comparison of conventional and localizing gradient enhancements for concrete damage-plasticity models 11:40am - 12:00pm Efficiency of corner reinforcement detailing near small openings in RC deep beams 12:00pm - 12:20pm FE modelling of crack width in reinforced concrete beams supported by artificial neural network surrogate models |
2:20pm - 4:00pm |
MS18-2: Recent advances in fracture modeling of concretes and structures Location: EI 10 Chair: Gianluca Cusatis Fluctuation-based damage mechanics: a statistical approach to fracture in concrete 2:40pm - 3:00pm Numerical recreation of gap test 3:00pm - 3:20pm Interface modelling in nonlinear finite element analysis of prestressed girder with a continuous cast-in-situ deck slab 3:20pm - 3:40pm Modeling of the fracture propagation in heterogeneous material based on reconstructed microstructure 3:40pm - 4:00pm Novel 2.5D layered model to simulate discrete crack growth in concrete specimens |
4:30pm - 5:50pm |
MS18-3: Recent advances in fracture modeling of concretes and structures Location: EI 10 Chair: Gianluca Cusatis Performance of novel 3D approach with explicit definition of fibres-concrete interaction in predicting the FRC/FRHPC response 4:50pm - 5:10pm Multi-scale modeling of fiber-reinforced concrete structures |
Date: Thursday, 24/Apr/2025 | |
10:10am - 12:10pm |
MS13-1: Advances in the design and assessment of materials and structures for performance, safety, durability, and sustainability Location: EI 10 Chair: Alfred Strauss Chair: Túlio Bittencourt Computational and analytical modelling of carbonation-induced spalling of the concrete cover 10:30am - 10:50am Effects of corrosion on tension stiffening and cracking behaviour of reinforced Engineered Cementitious Composite and concrete 10:50am - 11:10am Comprehensive uncertainty quantification of damage-based modeling of cracking in reinforced concrete structures 11:10am - 11:30am Model uncertainties of concrete cracking resistance models based on probabilistic simulations 11:30am - 11:50am Quality control & numerical nonlinear material modelling for the load-bearing capacity of slender reinforced concrete columns - comparison of safety formats |
2:20pm - 3:40pm |
MS01-1: Next-generation reinforced concrete: brittle behaviour and fracture mechanics assessment Location: EI 10 Chair: Federico Accornero High-performance reinforced concrete structures: brittleness size-scale effects 3:00pm - 3:20pm Ductile-to-brittle transition in high-performance prestressed concrete beams: new standards for a safe and effective design 3:20pm - 3:40pm Ductile-to-brittle transition in GFRP-bar reinforced concrete: bar-roughness effect on pseudo-plastic rotation capacity |
4:10pm - 5:30pm |
TT-E: Novel cementitious and/or other quasi-brittle materials Location: EI 10 Chair: Anne Zora Gierth Chair: Philipp Preinstorfer CANCELLED - Time-dependent tensile behavior of slag-based alkali activiated concrete 4:30pm - 4:50pm Identifying interlayer fracture properties in 3D printed concrete specimens via multidirectional flexural tests 4:50pm - 5:10pm Influence of additives on the fracture mechanical properties of reactivated cement paste 5:10pm - 5:30pm Statistical modeling of fatigue crack growth in geopolymer concrete beams |
Date: Friday, 25/Apr/2025 | |
10:10am - 12:10pm |
MS01-2: Next-generation reinforced concrete: brittle behaviour and fracture mechanics assessment Location: EI 10 Chair: Ying Yu Fracture mechanics-based model for the flexural behavior of steel fiber-reinforced concrete with longitudinal reinforcement 10:30am - 10:50am Influence of tensile softening properties on shear behavior of R/FRC beams 10:50am - 11:10am Scale effects investigation on the mechanical behaviour of steel-fibre and steel-bar (hybrid) reinforced concrete beams 11:10am - 11:30am Preparation and fracture properties of different types of aligned steel fiber reinforced concrete 11:30am - 11:50am Load deformation response of concrete having alternate reinforcement forms 11:50am - 12:10pm Stiffness degradation and fracture behaviour of textile reinforced concrete under quasi-static cyclic loading |
1:30pm - 2:50pm |
MS01-3: Next-generation reinforced concrete: brittle behaviour and fracture mechanics assessment Location: EI 10 Chair: Federico Accornero Implementation of the Cohesive Crack Model with the Finite Particle Method for failure analysis of reinforced concrete beams 1:50pm - 2:10pm Numerical simulations of the transition from flexural cracking to shear to flexural crushing failures in pre-notched reinforced concrete beams 2:10pm - 2:30pm Fractal patterns for failure modes of ultra-high performance concrete |
Contact and Legal Notice · Contact Address: Privacy Statement · Conference: FraMCoS XII |
Conference Software: ConfTool Pro 2.8.105+TC+CC © 2001–2025 by Dr. H. Weinreich, Hamburg, Germany |