[HTML][HTML] Partially mixed lower bound constant stress tetrahedral element for finite element limit analysis

MEM Andersen, PN Poulsen, JF Olesen - Computers & Structures, 2022 - Elsevier
A numerical analysis of the limit state for solids, with an adequately described structural
geometry, is often a computationally demanding task, and there is a need for an effective …

Applications of conic programming in non-smooth mechanics

J Bleyer - Journal of Optimization Theory and Applications, 2024 - Springer
In the field of nonlinear mechanics, many challenging problems (eg, plasticity, contact,
masonry structures, nonlinear membranes) turn out to be expressible as conic programs. In …

Topology optimization of load-bearing capacity

L Mourad, J Bleyer, R Mesnil, J Nseir, K Sab… - Structural and …, 2021 - Springer
The present work addresses the problem of maximizing a structure load-bearing capacity
subject to given material strength properties and a material volume constraint. This problem …

A progressive collapse modelling strategy coupling the yield design theory with non-linear analysis

MEH Diab, A Orcesi, C Desprez, J Bleyer - Engineering Structures, 2021 - Elsevier
Several examples of structures have been severely damaged, or even reached the total
collapse, after the propagation of some local failure, resulting from an accidental or …

Elastoplastic and limit analysis of 3D steel assemblies using second-order cone programming and dual finite-elements

C El Boustani, J Bleyer, M Arquier, MK Ferradi… - Engineering Structures, 2020 - Elsevier
We investigate the use of a second-order cone programming (SOCP) framework for
computing complex 3D steel assemblies in the context of elastoplasticity and limit analysis …

Automated formulation and resolution of limit analysis problems

J Bleyer, G Hassen - Computers & Structures, 2021 - Elsevier
The present manuscript presents a framework for automating the formulation and resolution
of limit analysis problems in a very general manner. This framework relies on FEniCS …

[HTML][HTML] Resistance of natural stone masonry wallettes under centred and eccentric compressive loading: Experimental and numerical approaches

E Donval, DT Pham, G Hassen, P de Buhan… - … and Building Materials, 2024 - Elsevier
Masonry walls are typically subjected to eccentric compressive loadings in common
buildings. However, the design of walls towards this type of solicitation remains very …

3D limit analysis of reinforced concrete with sliding along smeared cracks

A Fliscounakis, M Arquier, MK Ferradi - Computers & Structures, 2024 - Elsevier
Limit analysis (LA) is successfully used for investigating the bearing capacity of reinforced
concrete (RC) structures. Some cautions must be taken when using this method for RC since …

Elastoplastic and limit analysis of reinforced concrete with an equilibrium-based finite element formulation

MK Ferradi, A Fliscounakis, M Arquier, J Bleyer - Computers & Structures, 2023 - Elsevier
This paper introduces a 3D equilibrium-based finite element formulation for reinforced
concrete. The stress unknowns in the proposed formulation strongly satisfy the equilibrium …

Finite-element limit analysis for solid modeling of reinforced concrete

MEM Andersen, PN Poulsen… - Journal of Structural …, 2021 - ascelibrary.org
Complex triaxial stress states are present in many reinforced concrete structures. These
structures are often analyzed using simple hand calculations based on methods designed …