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Failure analysis of anisotropic materials using computational homogenised limit analysis

Computers & structures, 2021-11, Vol.256, p.106646, Article 106646

2021

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Estimation of bearing capacity factors of cohesive-frictional soil using the cell-based smoothed finite element method

Computers and geotechnics, 2017-03, Vol.83, p.178-183

Le, Canh V.

2017

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Yield-stress based error indicator for adaptive quasi-static yield design of structures

Computers & structures, 2016-07, Vol.171, p.1-8

Le, Canh V.

2016

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A stabilized iRBF mesh-free method for quasi-lower bound shakedown analysis of structures

Computers & structures, 2020-02, Vol.228, p.106157, Article 106157

2020

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Dual tree-boosting framework for estimating warning levels of rainfall-induced landslides

Landslides, 2022-09, Vol.19 (9), p.2249-2262

2022

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Limit state analysis of reinforced concrete slabs by dual adaptive yield design approaches

Structural and multidisciplinary optimization, 2022-11, Vol.65 (11), Article 310

2022

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Numerical evaluation of macroscopic fatigue criterion of anisotropic materials using computational homogenization and conic programming

European journal of mechanics, A, Solids, 2022-09, Vol.95, p.104654, Article 104654

2022

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Plastic collapse analysis of Mindlin-Reissner plates using a composite mixed finite element

International journal for numerical methods in engineering, 2016-03, Vol.105 (12), p.915-935

2016

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Automatic yield-line analysis of slabs using discontinuity layout optimization

Proceedings of the Royal Society. A, Mathematical, physical, and engineering sciences, 2014-08, Vol.470 (2168), p.20140071-20140071

2014

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Kinematic yield design computational homogenization of micro-structures using the stabilized iRBF mesh-free method

Applied Mathematical Modelling, 2021-03, Vol.91, p.322-334

2021

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Collapse analysis of soils by adaptive pseudo-static limit analysis

Computers and geotechnics, 2021-11, Vol.139, p.104423, Article 104423

2021

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A computational homogenization approach for limit analysis of heterogeneous materials

International journal for numerical methods in engineering, 2017-12, Vol.112 (10), p.1381-1401

2017

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Limit state analysis of reinforced concrete slabs using an integrated radial basis function based mesh-free method

Applied Mathematical Modelling, 2018-01, Vol.53, p.1-11

2018

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Yield Design of Reinforced Concrete Slabs Using a Numerical Equilibrium Formulation

Journal of engineering mechanics, 2017-09, Vol.143 (9)

2017

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A Pseudo-Lower Bound Solution of Structural Bearing Capacity by Bézier Extraction-Based Isogeometric Analysis

International journal of applied mechanics, 2023-09, Vol.15 (8)

2023

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A stabilized discrete shear gap finite element for adaptive limit analysis of Mindlin-Reissner plates

International journal for numerical methods in engineering, 2013-10, Vol.96 (4), p.231-246

Le, Canh V.

2013

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A curvature smoothing Hsieh–Clough–Tocher element for yield design of reinforced concrete slabs

Computers & structures, 2015-05, Vol.152, p.59-65

2015

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Rotating plasticity and nonshakedown collapse modes for elastic–plastic bodies under cyclic loads

International journal of mechanical sciences, 2016-06, Vol.111-112, p.55-64

2016

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Displacement and equilibrium mesh-free formulation based on integrated radial basis functions for dual yield design

Engineering analysis with boundary elements, 2016-10, Vol.71, p.92-100

2016

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Plastic collapse analysis of cracked structures using extended isogeometric elements and second-order cone programming

Theoretical and applied fracture mechanics, 2014-08, Vol.72, p.13-27

2014

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Limit analysis of plates using the EFG method and second-order cone programming

International journal for numerical methods in engineering, 2009-06, Vol.78 (13), p.1532-1552

2009

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Limit analysis of plates and slabs using a meshless equilibrium formulation

International journal for numerical methods in engineering, 2010-09, Vol.83 (13), p.1739-1758

2010

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Adaptive element-free Galerkin method applied to the limit analysis of plates

Computer methods in applied mechanics and engineering, 2010-08, Vol.199 (37), p.2487-2496

2010

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Yield design of reinforced concrete slabs using a rotation-free meshfree method

Engineering analysis with boundary elements, 2015-01, Vol.50, p.231-238

2015

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Upper and lower bound limit analysis of plates using FEM and second-order cone programming

Computers & structures, 2010, Vol.88 (1), p.65-73

2010

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Failure analysis of anisotropic materials using computational homogenised limit analysis

Estimation of bearing capacity factors of cohesive-frictional soil using the cell-based smoothed finite element method

Yield-stress based error indicator for adaptive quasi-static yield design of structures

A stabilized iRBF mesh-free method for quasi-lower bound shakedown analysis of structures

Dual tree-boosting framework for estimating warning levels of rainfall-induced landslides

Limit state analysis of reinforced concrete slabs by dual adaptive yield design approaches

Numerical evaluation of macroscopic fatigue criterion of anisotropic materials using computational homogenization and conic programming

Plastic collapse analysis of Mindlin-Reissner plates using a composite mixed finite element

Automatic yield-line analysis of slabs using discontinuity layout optimization

Kinematic yield design computational homogenization of micro-structures using the stabilized iRBF mesh-free method

Collapse analysis of soils by adaptive pseudo-static limit analysis

A computational homogenization approach for limit analysis of heterogeneous materials

Limit state analysis of reinforced concrete slabs using an integrated radial basis function based mesh-free method

Yield Design of Reinforced Concrete Slabs Using a Numerical Equilibrium Formulation

A Pseudo-Lower Bound Solution of Structural Bearing Capacity by Bézier Extraction-Based Isogeometric Analysis

A stabilized discrete shear gap finite element for adaptive limit analysis of Mindlin-Reissner plates

A curvature smoothing Hsieh–Clough–Tocher element for yield design of reinforced concrete slabs

Rotating plasticity and nonshakedown collapse modes for elastic–plastic bodies under cyclic loads

Displacement and equilibrium mesh-free formulation based on integrated radial basis functions for dual yield design

Plastic collapse analysis of cracked structures using extended isogeometric elements and second-order cone programming

Limit analysis of plates using the EFG method and second-order cone programming

Limit analysis of plates and slabs using a meshless equilibrium formulation

Adaptive element-free Galerkin method applied to the limit analysis of plates

Yield design of reinforced concrete slabs using a rotation-free meshfree method

Upper and lower bound limit analysis of plates using FEM and second-order cone programming

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