The effects of perforation length on the behaviour of perforated elements in compression

International Specialty Conference on Cold-Formed Steel Structures: Recent Research and Developments in Cold-Formed Steel Design and Construction

Volumn , Issue , 1996, Pages 91-101

  Rhodes, Jim ^a   Macdonald, Martin ^b  

^a UNIVERSITY OF STRATHCLYDE   (United Kingdom)

^b GLASGOW CALEDONIAN UNIVERSITY   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

BUILDING CODES; COLUMNS (STRUCTURAL); COMPRESSIVE STRENGTH; STRUCTURAL ANALYSIS; STRUCTURAL DESIGN; THICKNESS MEASUREMENT; THIN WALLED STRUCTURES;

COMPRESSIONAL BEHAVIOR; PERFORATIONS; STUB COLUMNS;

STEEL STRUCTURES;

EID: 3042517062     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (7)

1. Yu, W. W. and Davis, C. S. "Buckling behavior and post-buckling strength of perforated stiffened compression elements." Proc. First Int. Specialty Conference on Cold Formed Steel Structures, 1971
2. Ritchie, D. and Rhodes, J. "Buckling and post-buckling behaviour of plates with holes". Aero Quarterly, Vol XXVI, Nov. 1975, pp 281-296.
3. Narayanan, Y. and Chow, F. Y. "Ultimate capacity of uniaxially compressed plates". THin-Walled Structures, Vol. 2, No. 3, 1984, pp 241-264
4. Rhodes, J and Schneider, F. D. "The compressional behaviour of perforated elements". Proc. 12th Int. Specialty Conference on Cold Formed Steel Structures, 1994.
5. BS 5950:Part 5. "Code of Practice for the Design of Cold Formed sections". British Standards Institution, 1987
6. CEN ENV 1993-1-3:1996. Eurocode 3:Design of steel structures - Part 1.3: General Rules - Supplementary rules for cold formed thin gauge members and sheeting
7. Said, A. N. "The behaviour of thin-walled perforated elements under compression". Final year project thesis, University of Strathclyde, Glasgow, 1995