A stiffness parameter and truncation error criterion for adaptive path following in structural mechanics-Reference-Cited by-同舟云学术

登录注册会员服务联系我们

A stiffness parameter and truncation error criterion for adaptive path following in structural mechanics

Published:2019-11-12 Issue:5 Volume:121 Page:967-989
ISSN:0029-5981
Container-title:International Journal for Numerical Methods in Engineering
language:en
Short-container-title:Int J Numer Methods Eng

Author:

Maghami Ali¹²^ORCID,Schillinger Dominik²³^ORCID

Affiliation:

1. Civil Engineering Department, Faculty of Engineering Ferdowsi University of Mashhad Mashhad Iran

2. Department of Civil, Environmental, and Geo‐Engineering University of Minnesota Minneapolis Minnesota

3. Institute of Mechanics and Computational Mechanics Leibniz University Hannover Hannover Germany

Funder

Deutsche Forschungsgemeinschaft

Directorate for Computer and Information Science and Engineering

H2020 European Research Council

Publisher

Wiley

Subject

Applied Mathematics,General Engineering,Numerical Analysis

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/nme.6253

Reference51 articles.

1. Discrete approximations related to nonlinear theories of solids

2. The Application of Newton’s Method to the Problem of Elastic Stability

3. Strategies for Tracing the Nonlinear Response Near Limit Points

4. A fast incremental/iterative solution procedure that handles “snap-through”

5. An arc-length method including line searches and accelerations

Cited by 9 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 family of minimum residual displacement methods as nonlinear solution schemes for equilibrium path-following in structural mechanics;Computers & Structures;2024-08

2. Initial load factor adjustment through genetic algorithm for the generalized displacement control method: Implementation on non-rigid origami analysis;Thin-Walled Structures;2024-08

3. Hybrid methods for solving structural geometric nonlinear dynamic equations: Implementation of fifth-order iterative procedures within composite time integration methods;Results in Engineering;2024-03

4. Probabilistic assessment of ground motion rotation impact on seismic performance of structures;Engineering Structures;2023-10

5. Path following using velocity-based approach in quasi-static analysis;International Journal of Solids and Structures;2023-07

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线，采集、加工和组织学术论文而形成的新型学术文献查询和分析系统，可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容，当前同舟云学术共收录了国内外主流学术期刊6万余种，收集的期刊论文及会议论文总量共计约1.5亿篇，并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询！咨询电话：010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号京ICP备18003416号-3