Theoretical and Experimental Stress-Strain Analysis of Compressed Steel Members with Closed Cross-Sections

Selected Scientific Papers: Journal of Civil Engineering

卷:8

Demjan Ivo¹  Tomko Michal¹  Ali Mohamad Al¹ 

[1] Technical University of Košice Civil Engineering Faculty, Institute of Structural Engineering;

关键词: load-carrying capacity;    initial deviations;    thin-walled cold-formed profiles;   

DOI  :  10.2478/sspjce-2013-0007

来源: DOAJ

【 摘 要 】

The paper presents fundamental information about experimental and theoretic-numerical research to determinate the load-carrying capacity of thin-walled cold-formed compressed steel members. The investigated members have closed cross-sections made from homogeneous materials. The theoretic-numerical analysis in this paper is oriented on the modeling of the initial deviations effects, caused by production process, on the load-carrying capacities of mentioned members, while the experimental investigation is to verify the theoretical results and to investigate the behavior of mentioned members during the loading process.

【 授权许可】

Unknown