Experimental Evidence of Erosion of Critical Load in Interactive Buckling-Reference-Cited by-同舟云学术

Experimental Evidence of Erosion of Critical Load in Interactive Buckling

Published:2013-05 Issue:5 Volume:139 Page:705-716
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Dubina Dan¹,Ungureanu Viorel²,Crisan Andrei³

Affiliation:

1. Professor, Dept. of Steel Structures and Structural Mechanics, Civil Engineering Faculty, Politehnica Univ. of Timisoara, 300224 Timisoara, Romania; and Senior Researcher 1, Laboratory of Steel Structures, Romanian Academy—Timisoara Branch, Bd. Mihai Viteazul, No. 1, 300223 Timisoara, Romania.

2. Associate Professor, Dept. of Steel Structures and Structural Mechanics, Civil Engineering Faculty, Politehnica Univ. of Timisoara, 300224 Timisoara, Romania; and Senior Researcher 3, Laboratory of Steel Structures, Romanian Academy—Timisoara Branch, Bd. Mihai Viteazul, No. 1, 300223 Timisoara, Romania (corresponding author).

3. Assistant Professor, Dept. of Steel Structures and Structural Mechanics, Civil Engineering Faculty, Politehnica Univ. of Timisoara, 300224 Timisoara, Romania.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0000789

Reference30 articles.

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2. Bjorhovde R. (1972). “Deterministic and probabilistic approaches to the strength of steel columns.” Ph.D. dissertation Lehigh Univ. Bethlehem PA.

3. Coupled instabilities with distortional buckling in cold-formed steel lipped channel columns

4. Crisan A. (2011). “Buckling strength of cold-formed steel sections applied in pallet rack structures.” Ph.D. thesis Politehnica Univ. of Timisoara Timisoara Romania.

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