Web crippling strength of members using high-strength steels

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

Volumn , Issue , 1998, Pages 193-208

  Wu, Shaojie ^a,b   Yu, Wei Wen ^b   LaBoube, Roger A ^b  

^a SARGENT AND LUNDY LLC   (United States)

^b Architectural and Environmental Engineering   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

END ONE FLANGES (EOF); END TWO FLANGES (ETF); INTERIOR TWO FLANGES (ITF); LOW DUCTILITY STRUCTURAL GRADES;

BENDING STRENGTH; DATA ACQUISITION; DUCTILITY; MATERIALS HANDLING; MATHEMATICAL MODELS; SHEET METAL; TENSILE STRENGTH; THICKNESS MEASUREMENT; YIELD STRESS;

STEEL STRUCTURES;

EID: 3042561507     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (9)

1. American Iron and Steel Institute. (1986). "Specification for the Design of Cold-Formed Steel Structural Members," 1986 Edition.
2. American Iron and Steel Institute. (1996). "Specification for the Design of Cold-Formed Steel Structural Members," 1986 Edition.
3. ASTM A446. "Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) by the Hot-Dip Process, Physical (Structural Quality)," Annual Book of ASTM Standards.
4. Dhalla, A.K., and Winter, G. (1971). "Influence of Ductility on the Structural Behavior of Cold-Formed Steel Members," Report No. 336, Cornell University, June.
5. Hetrakul, N. and Yu, W.W. (1978). "Structural Behavior of Beam Webs Subjected to Web Crippling and a Combination of Web Crippling and Bending," Final Report, Civil Engineering Study 78-4, Department of Civil Engineering, University of Missouri-Rolla, Rolla, MO.
6. Santaputra, C. and Yu, W.W. (1986). "Design of Automotive Structural Components Using High Strength Sheet Steels, Web Crippling of Cold-Formed Steel Beams," Eight Progress Report, Civil Engineering Study 86-1, Department of Civil Engineering, University of Missouri-Rolla, Rolla, MO.
7. Wu, S., Yu, W.W., and LaBoube, R.A. (1995). "Strength of Flexural Members Using Structural Grade 80 of A653 and Grade E of A611 Steels." First Progress Report, Civil Engineering Study 95-5, Department of Civil Engineering, University of Missouri-Rolla, Rolla, MO.
8. Wu, S., Yu, W.W., and LaBoube, R.A. (1996). "Strength of Flexural Members Using Structural Grade 80 of A653 Steel (Deck Penal Tests)." Second Progress Report, Civil Engineering Study 96-4, Department of Civil Engineering, University of Missouri-Rolla, Rolla, MO.
9. Wu, S., Yu, W.W., and LaBoube, R.A. (1997). "Strength of Flexural Members Using Structural Grade 80 of A653 Steel (Web Crippling Tests)." Third Progress Report, Civil Engineering Study 97-3, Department of Civil Engineering, University of Missouri-Rolla, Rolla, MO.