Asymptotic Matching Analysis of Scaling of Structural Failure Due to Softening Hinges. I: Theory
Author:
Affiliation:
1. McCormick School Professor and W.P. Murphy Professor of Civil Engineering and Materials Science, Northwestern Univ., Evanston, IL 60208.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282003%29129%3A6%28641%29
Reference61 articles.
1. Effect of size on flexural behavior of high-strength concrete beams.;Ala N.;ACI Struct. J.,1997
2. The failure of brittle solids containing small cracks under compressive stress states
3. Barenblatt G. I. (1979). Similarity self-similarity and intermediate asymptotics Consultants Bureau New York.
4. Barnard P. R. (1965). “The collapse of reinforced concrete beams.” Proc. Int. Symp. on the Flexural Mechanics of Reinforced Concrete Miami 501–520.
5. Barnard P. R. and Johnson R. P. (1966). “Plastic behavior of continuous composite beams.” Proc. Inst. Civ. Eng. 32 180–197; 34 577–579.
Cited by 18 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 closed-form Timoshenko beam element with multiple localized singularities for nonlinear material behavior using the strong discontinuity approach;International Journal of Non-Linear Mechanics;2024-06
2. Research on the thickness effect and micro-fracture mechanism of graphite sheets with layered structures;Diamond and Related Materials;2024-03
3. Model-free damage prediction of brittle materials based on particle swarm optimization coupled with a probabilistic fission method;Computers and Geotechnics;2023-07
4. Experimental and Numerical Study on the Collapsing Behavior of Structural Systems with Steel Members Arranged in Parallel Under Tension;International Journal of Steel Structures;2023-01-11
5. Size Effect on Mode I Fracture Resistance of Polymeric Rounded-Tip V-Notched Specimens Using the Modified Point Stress Criterion;Journal of Engineering Mechanics;2022-07
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