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Thermo-mechanical simulation of the ConCrack Benchmark RL1 test with a filament beam model

Author
Ferreira, D.; Crespo, M.D.; Mari, A.; Bairan, J.M.
Type of activity
Journal article
Journal
Engineering structures
Date of publication
2014-08-15
Volume
73
First page
143
Last page
159
DOI
https://doi.org/10.1016/j.engstruct.2014.05.004 Open in new window
Project funding
EVALUACIÓN DE LOS EFECTOS DEL DETERIORO, REPARACIÓN Y REFUERZO EN ESTRUCTURAS. MODELO TEORICO Y VERIFICACIÓN
Performance-based-design of partially prestressed concrete structures. Proposal of new design methodolody, experimental verification and design criteria
Repository
http://hdl.handle.net/2117/23417 Open in new window
Abstract
Cracking is an inherent characteristic of RC structural behaviour and its control is an important concern for durability and sustainability. The French national research program CEOS.fr - 'Behaviour and assessment of special construction works concerning cracking and shrinkage' - has carried out an experimental campaign focused on cracking behaviour. An international benchmark (ConCrack) was organized with the goal of achieving a state of the art on cracking modelling of concrete structures. In ...
Citation
Ferreira, D. [et al.]. Thermo-mechanical simulation of the ConCrack Benchmark RL1 test with a filament beam model. "Engineering structures", 01 Octubre 2014, vol. 73, p. 143-159.
Keywords
Benchmark, Blind prediction, CEMENTITIOUS MATERIALS, CRACKING, Concrete, Cracking, Early ages, Filament beam model, HYDRATION, NUMERICAL-SIMULATION, Nonlinear analysis, REINFORCED-CONCRETE, Shrinkage
Group of research
ATEM - Structural and Materials Technology

Participants