Implementation of an elastic no-tension material model in a sequentially linear analysis framework-Reference-Cited by-同舟云学术

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Implementation of an elastic no-tension material model in a sequentially linear analysis framework

Published:2023-04 Issue: Volume:216 Page:103891
ISSN:0168-874X
Container-title:Finite Elements in Analysis and Design
language:en
Short-container-title:Finite Elements in Analysis and Design

Author:

Angjeliu Grigor^ORCID,Bruggi Matteo,Taliercio Alberto

Publisher

Elsevier BV

Subject

Applied Mathematics,Computer Graphics and Computer-Aided Design,General Engineering,Analysis

Reference35 articles.

1. Constitutive equation and compatibility of the external loads for linear elastic masonry-like materials;Del Piero;Meccanica,1989

2. The stone skeleton;Heyman;Int. J. Solid Struct.,1966

3. Statica dei solidi murari: teoria ed esperienze;Di Pasquale,1984

4. Rigid block models for masonry structures;Angelillo;Int. J. Magn. Reson. Imag.,2018

5. Piecewise rigid displacement (PRD) method: a limit analysis-based approach to detect mechanisms and internal forces through two dual energy criteria;Iannuzzo;Mech. Res. Commun.,2020

Cited by 3 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. A limit analysis-based CASS approach for the in-plane seismic capacity of masonry façades;International Journal of Solids and Structures;2024-03

2. Meso-scale numerical simulation of the mechanical behaviour of brick masonry in earth mortar;Journal of Building Engineering;2023-09

3. Numerical Simulation of Severe Damage to a Historical Masonry Building by Soil Settlement;Buildings;2023-08-02

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