Výsledky vyhledávání - "limit analysis (la)"

Akademický článek

Limit analysis for 3-d structures using second-order cone programming

Publikováno v: Ho Chi Minh City Open University Journal of Science - Engineering and Technology, Vol 4, Iss 1, Pp 38-47 (2014)

This paper extends a numerical procedure for limit ananlysis of 3-D structures using node-based smoothed finite element method (NS-FEM) in combination with second-order cone programming (SOCP). The obtained discretization formulation is then cast in

Externí odkaz: https://doaj.org/article/b7bc22d088df4183be20e6a790caef4a

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Akademický článek

An XFEM based kinematic limit analysis formulation for plane strain cracked structures using SOCP

Autor: Tran Trung Dung, Le Van Canh, Lam Phat Thuan

Publikováno v: Ho Chi Minh City Open University Journal of Science - Engineering and Technology, Vol 3, Iss 1, Pp 50-58 (2013)

This paper extends a numerical procedure for limit analysis based on extended finite element method (XFEM) and second-order cone programming (SOCP) to plane strain cracked structures. The cracked structures are easily modelled and simulated using XFE

Externí odkaz: https://doaj.org/article/d2d6c8a600614b429e74f3f9ac43eb64

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Akademický článek

Three-Dimensional Stability of Unsaturated Soil Slopes Strengthened through Frame Beam Anchor Plates under Steady Seepage Conditions.

Autor: Huang, Anping, Zhu, Yanpeng, Ye, Shuaihua, Wang, Long, Fang, Guangwen

Publikováno v: International Journal of Geomechanics; Sep2024, Vol. 24 Issue 9, p1-16, 16p

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Limit analysis of circular masonry arches at reducing friction

Autor: Cocchetti, G., Rizzi, E.

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::77fdbd0fb6906aad47b55e7030e255e1
http://hdl.handle.net/10446/128653

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Effective iterative algorithm for the Limit Analysis of truss-frame structures by a kinematic approach

Autor: Rosalba Ferrari, Egidio Rizzi, Giuseppe Cocchetti

A former algorithm of Limit Analysis (LA) at the continuum mechanics scale by a kinematic, upper-bound approach is here re-interpreted in the realm of LA of large-scale 3D truss-frame structures and effectively implemented toward fast and convenient

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3429fb69f4b78e3a226967c567762bd2
http://hdl.handle.net/10446/116216

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