FraMCoS XII
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 |
Date: Tuesday, 22/Apr/2025 | |
3:00pm - 6:00pm | Registration |
Date: Wednesday, 23/Apr/2025 | |
7:30am - 6:00pm | Registration |
9:00am - 9:30am | Opening Session Location: EI 7 Welcome Address - Bernhard Pichler Obituary Kaspar Willam - Herbert A. Mang |
9:30am - 10:10am | PL1: Plenary Lecture Location: EI 7 |
10:10am - 10:40am | Coffee Break |
10:40am - 12:20pm | MS03-1: Monitoring of fracture in heterogeneous media Location: EI 8 |
10:40am - 12:20pm | MS07-1: Environmentally induced microstructural evolution and mechanical deterioration/enhancement of concrete Location: EI 9 Cracking and self-healing of cementitious composites and their effects on mechanical properties and durability |
10:40am - 12:20pm | MS09-1: Concrete and concrete structures in fire Location: EI 2 |
10:40am - 12:20pm | MS17-1: Durability mechanics of concrete at the various scales of observation. A tribute to the memory of Prof. K. Willam Location: EI 7 |
10:40am - 12:20pm | MS18-1: Recent advances in fracture modeling of concretes and structures Location: EI 10 |
10:40am - 12:20pm | TT-C1: Computational modeling Location: EI 5 |
12:20pm - 1:30pm | Lunch Break |
1:30pm - 2:10pm | PL2: Plenary Lecture Location: EI 7 |
2:10pm - 2:20pm | Transition to Parallel Sessions |
2:20pm - 4:00pm | MS03-2: Monitoring of fracture in heterogeneous media Location: EI 8 |
2:20pm - 4:00pm | MS04: Phase field approach to fracture: from materials to structures Location: EI 2 The phase field approach is a mathematical technique used to simulate evolving discontinuities in continua. It is based on an additional partial differential equation which is coupled with the standard field equations of the fluid/solid continuum, greatly enhancing the tracking of the field transitions from the computational point of view.
The proposal of such an approach by Francfort and Marigo to simulate evolving displacement discontinuities in solids, which is a key problem of fracture mechanics, and the recovery of the Griffith theory in the limit of Gamma-convergence, has opened the way for a significant development of the method to make it a quantitative tool suitable for engineering technical applications. The aim of this mini-symposium is to bring together experts of theoretical, computational and experimental fracture mechanics to discuss limitations, challenges and perspectives of the phase field approach to fracture in relation to key open issues listed below.
- Fundamentals of the phase field method: from brittle to cohesive fracture.
- Comparison with benchmark tests in the lab for the technical assessment of the phase field approach to fracture for quasi-brittle materials.
- From the laboratory scale to the structural scale: how to exploit the phase field approach to fracture in relation to concrete materials and concrete structures.
- Competition between interface delamination and bulk fracture for civil applications (FRP strengthening, etc.).
- The phase field approach to fracture applied to masonry materials and masonry structures.
- Prediction of size-scale effects according to the phase field approach to fracture: limitations and challenges.
- The phase field approach to fracture for coupled problems: thermo-elasticity, corrosion and other chemico-mechanical problems.
- Fatigue and cyclic degradation phenomena simulated using the phase field approach to fracture.
- Computational methods and high performance computing strategies for large scale computations based on the phase field approach to fracture.
|
2:20pm - 4:00pm | MS07-2: Environmentally induced microstructural evolution and mechanical deterioration/enhancement of concrete Location: EI 9 Carbonation of cementitious composites and their effects on microstructure, mechanical properties, and durability
|
2:20pm - 4:00pm | MS17-2: Durability mechanics of concrete at the various scales of observation. A tribute to the memory of Prof. K. Willam Location: EI 7 |
2:20pm - 4:00pm | MS18-2: Recent advances in fracture modeling of concretes and structures Location: EI 10 |
2:20pm - 4:00pm | TT-G: Fatigue & dynamic loading Location: EI 5 |
4:00pm - 4:30pm | Coffee Break |
4:30pm - 5:50pm | MS03-3: Monitoring of fracture in heterogeneous media Location: EI 8 |
4:30pm - 5:50pm | MS07-3: Environmentally induced microstructural evolution and mechanical deterioration/enhancement of concrete Location: EI 9 (Reycled) aggregates and their role in enviroment-induced microstructural changes |
4:30pm - 5:50pm | MS18-3: Recent advances in fracture modeling of concretes and structures Location: EI 10 |
4:30pm - 5:50pm | TT-F: Structural concrete applications Location: EI 7 |
6:15pm - 9:00pm | Welcome Cocktail Location: Cupola Hall |
Date: Thursday, 24/Apr/2025 | |
8:00am - 6:00pm | Registration |
9:00am - 9:40am | PL3: Plenary Lecture Location: EI 7 |
9:40am - 10:10am | Coffee Break |
10:10am - 12:10pm | MS03-4: Monitoring of fracture in heterogeneous media Location: EI 8 |
10:10am - 12:10pm | MS09-2: Concrete and concrete structures in fire Location: EI 2 |
10:10am - 12:10pm | MS10-1: Discrete modeling of mechanical and coupled processes in quasi-brittle materials Location: EI 7 |
10:10am - 12:10pm | MS11: Coupling transport and cracking in concrete under harsh environments Location: EI 9 This session explores latest research on the interaction between transport processes and fracture in cement-based materials, with a focus on durability, degradation mechanisms and structural performance under coupled actions. This special session brings together leading researchers to discuss recent advances in the coupled transport and fracture behavior of cement-based materials. Presentations will cover a range of experimental, theoretical, and computational approaches to understand the complex interactions between transport mechanisms, cracking and material degradation. Key topics include corrosion-fatigue, chloride induced corrosion, reactive transport modeling, chemo-mechanical simulations, gas and moisture transport, fire-induced fracture and probabilistic service life prediction. |
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 |
10:10am - 12:10pm | TT-C2: Computational modeling Location: EI 5 |
12:10pm - 1:30pm | Lunch Break |
1:30pm - 2:10pm | PL4: Plenary Lecture Location: EI 7 |
2:10pm - 2:20pm | Transition to Parallel Sessions |
2:20pm - 3:40pm | MS01-1: Next-generation reinforced concrete: brittle behaviour and fracture mechanics assessment Location: EI 10 |
2:20pm - 3:40pm | MS02-1: Fatigue behavior of concrete and fiber reinforced concrete Location: EI 5 |
2:20pm - 3:40pm | MS05-1: Application of advanced computational models to challenging engineering problems Location: EI 2 |
2:20pm - 3:40pm | MS06-1: Small scale testing of mechanical and time-dependent behavior of cementitious materials Location: EI 8 |
2:20pm - 3:40pm | MS08-1: Advances in forward and inverse damage simulation of complex materials and structures Location: EI 9 |
2:20pm - 3:40pm | MS15-1: Engineered/Strain-Hardening Cementitious Composites (ECC/SHCC) Location: EI 7 |
2:30pm - 5:00pm | RILEM TC-QPA meeting Location: Meeting room of Rectorate |
3:40pm - 4:10pm | Coffee Break |
4:10pm - 5:30pm | MS06-2: Small scale testing of mechanical and time-dependent behavior of cementitious materials Location: EI 8 |
4:10pm - 5:30pm | MS08-2: Advances in forward and inverse damage simulation of complex materials and structures Location: EI 9 |
4:10pm - 5:30pm | MS15-2: Engineered/Strain-Hardening Cementitious Composites (ECC/SHCC) Location: EI 7 |
4:10pm - 5:30pm | TT-E: Novel cementitious and/or other quasi-brittle materials Location: EI 10 |
5:30pm - 6:30pm | IA-FraMCoS General Assembly Location: EI 7 |
7:30pm - 11:00pm | Conference Banquet Location: Volkshalle, City Hall |