Upper bound limit analysis using simplex strain elements and second-order cone programming-Reference-Cited by-同舟云学术

Upper bound limit analysis using simplex strain elements and second-order cone programming

Published:2007 Issue:6 Volume:31 Page:835-865
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Int. J. Numer. Anal. Meth. Geomech.

Author:

Makrodimopoulos A.,Martin C. M.

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Reference57 articles.

1. The determination of the value of the collapse load for statically indeterminate systems undergoing plastic deformation (in Russian). In Conference on Plastic Deformations 1936, (ed.). Akademia Nauk SSSR: Moscow and Leningrad, 1938; 19–38.

2. Extended limit design theorems for continuous media

3. Lower bound limit analysis of cohesive-frictional materials using second-order cone programming

4. Mise en oeuvre numerique des methodes de l'analyse limite pour les materiaux de von mises et de Coulomb standards en deformation plane

5. Finite element method and limit analysis theory for soil mechanics problems

Cited by 273 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Synergistic integration of isogeometric analysis and data-driven modeling for enhanced strip footing design on two-layered clays: Advancing geotechnical engineering practices;Engineering Analysis with Boundary Elements;2024-10

2. An Upper Bound Formulation for Stability Assessment of Variably Saturated Reinforced Soils;International Journal of Geomechanics;2024-08

3. Theoretical Solutions for Forecasting the Response of the Existing Pipeline Induce by Tunneling underneath;Advances in Civil Engineering;2024-05-08

4. Structural stability of lunar lava tubes with consideration of variable cross-section geometry;Icarus;2024-03

5. Undrained sinkhole stability of circular cavity: a comprehensive approach based on isogeometric analysis coupled with machine learning;Acta Geotechnica;2024-02-26