Finite element analysis (FEA) of fabricated square and triangular section stub columns utilizing very high strength steel tubes

Advances in Structural Engineering

Volumn 7, Issue 5, 2004, Pages 447-457

  Van Binh, Do ^a   Al Mahaidi, Riadh ^b   Zhao, Xiao Ling ^b  

^a NATIONAL UNIVERSITY OF CIVIL ENGINEERING   (Viet Nam)

^b MONASH UNIVERSITY   (Australia)

Author keywords

Circular tubes; Fabricated sections; Finite element analysis; Geometric imperfection; Heat affected zone; High strength steel; Non linearity; Stub columns

Indexed keywords

DEFECTS; FABRICATION; FINITE ELEMENT METHOD; HEAT AFFECTED ZONE; PLATE METAL; PLATES (STRUCTURAL COMPONENTS); TUBES (COMPONENTS);

HIGH STRENGTH STEELS; NON-LINEARITY; STEEL PLATES; TRIANGULAR SECTION STUB COLUMNS;

COLUMNS (STRUCTURAL);

EID: 8344243673     PISSN: 13694332     EISSN: None     Source Type: Journal    
DOI: 10.1260/1369433042863297     Document Type: Article

References (14)

1. th International Conference on Coupled Instabilities in Metal Structures, Lisbon, Portugal, Sept., pp. 283-290.
2. nd ed., Sydney, NSW, Australia.
3. Jiao, H. and Zhao, X. L. (2001). "Material ductility of very high strength (VHS) circular steel tubes in tension", Thin-Walled Structures, Vol. 39, No. 11, pp. 887-906.
4. Jiao, H. and Zhao, X. L. (2002a). "Imperfection, residual stress and yield slenderness limit of very high strength (VHS) circular steel tubes", Journal of Constructional Steel Research. Vol. 59, No. 2, pp. 233-249.
5. Jiao, H. and Zhao, X. L. (2002b). "Strengthening tests of butt-welded very high strength (VHS) circular steel tubes", in IABSE Symposium (The International Association for Bridge and Structural Engineering), 11-13 September, Melbourne, Australia.
6. Jiao, H. and Zhao, X.L. (2004a). "Section slenderness limits of very high strength (VHS) circular steel tubes in bending", Thin-Walled Structures, Vol. 42, No. 9, pp. 1257-1271.
7. Jiao, H. and Zhao, X. L. (2004b). "Tension capacity of very high strength (VHS) circular steel tubes after welding", Advances in Structural Engineering - An International Journal, Vol. 7, No. 4, pp. 85-96.
8. Jiao, H. and Zhao, X. L. (2004c). "CFRP strengthened butt-welded very high strength (VHS) circular steel tubes", Thin-Walled Structures, Vol. 42, No. 7, pp. 963-978.
9. Ling, T. W., Zhao, X. L. and Al-Mahaidi, R. (2002). "Test and design of longitudinal fillet weld in very high strength (VHS) steel circular tubes", In Advances in Steel Structures. S. L. Chan, J. G. Teng and K. F. Chung (eds.), Elsevier, Oxford pp. 245-252.
10. SAA. (1991). Methods for Tensile Testing Metals, Australian Standard AS 1391, Standards Australia, Sydney.
11. SAA. (1996). Cold-Formed Steel Structures, Australian/New Zealand Standard AS/NZS4600. Standards Australia, Sydney.
12. SAA. (1998). Steel structures, Australian Standard AS 4100, Standards Australia, Sydney.
13. Zhao, X. L. (2000). "Section capacity of very high strength (VMS) circular tubes under compression", Thin-Walled Structures, Vol. 37, No. 3, pp. 223-240.
14. Zhao, X. L., Binh, D. V., Al-Mahaidi, R. and Tao, Z. (2004d). "Stub column tests of fabricated square and triangular sections utilizing very high strength (VHS) circular steel tubes", Journal of Constructional Steel Research, Elsevier, Vol. 60, No. 11, pp. 1637-1661.