Compression behavior of nonslender cylindrical steel members with small and large-scale geometric imperfections

Journal of Structural Engineering

Volumn 132, Issue 8, 2006, Pages 1234-1241

  Tutuncu, Ilker ^a   O'Rourke, Thomas D ^b  

^a HPA Inc   (United States)

^b Cornell University   (United States)

Author keywords

Axial compression; Buckling; Buried pipes; Imperfections; Laboratory tests; Nonlinear analysis; Steel columns

Indexed keywords

AXIAL COMPRESSION; BURIED PIPES; LABORATORY TESTS; NONLINEAR ANALYSIS; STEEL COLUMNS;

BUCKLING; COLUMNS (STRUCTURAL); COMPRESSIVE STRENGTH; COMPUTER SIMULATION; DEFECTS; FINITE ELEMENT METHOD; PIPE;

STEEL STRUCTURES;

EID: 33746215116     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2006)132:8(1234)     Document Type: Article

References (7)

1. American Society for Testing and Materials (ASTM. (1995). Annual book of ASTM standards, Vol. 14.02, ASTM, West Conshohocken, Pa.
2. Bushnell, D. (1985). Computerized buckling analysis of shells, Martinus Nijhoff Publishers, Dordrecht.
3. Donnell, L. H. and Wan, C. C. (1950). "Effect of imperfections on buckling of thin cylinders and columns under axial compression." ASME J. Appl. Mech., 17(1), 73-83.
4. Gellin, S. (1979). "Effect of an axisymmetric imperfection on the plastic buckling of an axially compressed cylindrical shell, ASME J. Appl. Mech., 46(1), 125-131.
5. Hibbitt, Karlsson, and Sorensen, Inc. (1997). ABAQUS user's manual, Pawtucket, R.I.
6. Schilling. C. G. (1965). "Buckling strength of circular tubes." J. Struct. Div. ASCE, 91(5), 325-348.
7. Tutuncu, I. (2001). "Compressive load and buckling response of steel pipelines during earthquakes." Ph.D. thesis, Cornell Univ., Ithaca, N.Y.