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原文传递 Design of Cold-Formed High-Strength Steel Tubular Stub Columns
题名: Design of Cold-Formed High-Strength Steel Tubular Stub Columns
其他题名: ABAQUS[Computer software].Dassault Systèmes,Providence,RI.
正文语种: 英文
作者: Jia-Lin Ma
关键词: Cold-formed steel;Finite-element analysis;High-strength steel;Stub column;Tubular section
摘要: This paper presents the numerical investigation of the compressive behavior of cold-formed high-strength steel (HSS) tubular stub columns. The nominal 0.2% proof stresses of the high-strength steel are 700, 900, and 1,100 MPa. Experimental investigations have been conducted, and the numerical methodology has been verified against the test results in a complementary study. Parametric studies on the coldformed HSS tubular stub columns were performed using the verified models, and additional data were generated to evaluate the structural performance of such compression members. The experimental and numerical results were then compared with the predictions from the design guidelines for square hollow sections (SHS), rectangular hollow sections (RHS), and circular hollow sections (CHS). The current codified slenderness limits and design methods were examined. Modifications to the design methods for resistances of SHS, RHS, and CHS stub columns against cross-sectional yielding or local buckling are proposed in this paper.
出版年: 2018
论文唯一标识: P-26Y2018V144N06027
英文栏目名称: TECHNICAL PAPERS
doi: 10.1061/(ASCE)ST.1943-541X.0002046
期刊名称: Journal of Structural Engineering
拼音刊名(出版物代码): P-26
卷: 144
期: 06
页码: 326-335
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