Gusset plate connection to round HSS tension members

Engineering Journal

Volumn 37, Issue 4, 2000, Pages 133-139

  Cheng, J J Roger ^a   Kulak, Geoffrey L ^a  

^a UNIVERSITY OF ALBERTA   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER SIMULATION; DUCTILITY; FINITE ELEMENT METHOD; FRACTURE; INTERFACES (MATERIALS); MATERIALS TESTING; SHEAR STRESS; WELDED STEEL STRUCTURES; WELDS;

GUSSET PLATE; PLASTIC STRAIN; ROUND HOLLOW STRUCTURAL SECTION TENSION MEMBERS; SHEAR LAG EFFECT; SOFTWARE PACKAGE ABAQUS;

PLATES (STRUCTURAL COMPONENTS);

EID: 0034508110     PISSN: 00138029     EISSN: None     Source Type: Trade Journal    
DOI: None     Document Type: Article

References (8)

1. AISC (1993), Load and Resistance Factor Design Specification for Structural Steel Buildings, American Institute of Steel Construction, Chicago, IL.
2. AISC (1997), Specification for the Design of Steel Hollow Structural Sections, American Institute of Steel Construction, Chicago, IL.
3. AISC (1997), Hollow Structural Sections Connections Manual, American Institute of Steel Construction, Chicago, IL.
4. Cheng, J.J.R., Kulak, G.L., and Khoo, H.-A. (1998), "Strength of Slotted Tubular Tension Members," Canadian Journal of Civil Engineering, Vol. 25, pp. 982-991.
5. Girard, C., Picard, A., and Fafard, M. (1995), "Finite Element Modeling of the Shear Lag Effects in an HSS Welded to a Gusset Plate," Canadian Journal of Civil Engineering, Vol. 22 No. 4, pp. 651-659.
6. Hibbitt, Karlsson, and Sorensen (1994), ABAQUS/Standard User's Manual, Hibbitt, Karlsson & Sorensen Inc., ABAQUS Version 5.4, Volume 1 and 2, Pawtucket, RI.
7. Korol, R.M. (1996), "Shear Lag in Slotted HSS Tension Members," Canadian Journal of Civil Engineering, Vol. 22 No. 6, pp. 1350-1354.
8. Salmon, C.G. and Johnson, J.E. (1996), Steel Structures, Design and Behavior, 4th Edition, Addison-Wesley, New York, NY.