Experimental Study of Bolted HSS Flange-Plate Connections in Axial Tension-Reference-Cited by-同舟云学术

Experimental Study of Bolted HSS Flange-Plate Connections in Axial Tension

Published:2002-03 Issue:3 Volume:128 Page:328-336
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Willibald S.¹,Packer J. A.²,Puthli R. S.³

Affiliation:

1. Doctoral Candidate, Versuchsanstalt für Stahl, Holz und Steine, Univ. Karlsruhe, Kaiserstr. 12, 76133 Karlsruhe, Germany.

2. Professor, Dept. of Civil Engineering, Univ. of Toronto, 35 St. George St., Toronto, ON, Canada M5S 1A4.

3. Professor, Versuchsanstalt für Stahl, Holz und Steine, Univ. Karlsruhe, Kaiserstr. 12, 76133 Karlsruhe, Germany.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282002%29128%3A3%28328%29

Reference24 articles.

1. American Institute of Steel Construction (AISC). (1997). Hollow structural sections connections manual Chicago.

2. Anpassungsrichtlinie Teil 2 zu DIN 18 800. (1994). “Stahlbauten—Teil 1 bis 4 (11.90) [Adapting guideline part 2 for DIN18800: Steel structures—part 1 to 4 (11.90)].” Mitteilungen des Deutschen Instituts für Bautechnik Heft 4 Berlin (in German).

3. American Society for Testing and Materials (ASTM). (1997a). “Standard specification for structural bolts steel heat treated 120/105 ksi minimum tensile strength.” ASTM A325-97 Philadelphia.

4. American Society for Testing and Materials (ASTM). (1997b). “Standard specification for heat-treaded steel structural bolts 150 ksi minimum tensile strength.” ASTM A490-97 Philadelphia.

5. Birkemoe P. C. and Packer J. A. (1986). “Ultimate strength design of bolted tubular tension connections.” Proc. Steel Structures—Recent Research Advances and their Application to Design Elsevier Applied Science Budva Yugoslavia 153–168.

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