Triaxiality and Fracture of Steel Moment Connections

Author:

Schafer B. W.12345,Ojdrovic R. P.12345,Zarghamee M. S.12345

Affiliation:

1. Associate Member, ASCE

2. Member, ASCE

3. Fellow, ASCE

4. Asst. Prof., Johns Hopkins Univ., Baltimore, MD 20201; formerly, Sr. Engr., Simpson Gumpertz & Heger Inc., 297 Broadway, Arlington, MA 02474.

5. Sr. Proj. Mgr., Simpson Gumpertz & Heger Inc., 297 Broadway, Arlington, MA.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference19 articles.

1. Blodgett O. W. ( 1976). Design of welded structures James F. Lincoln Arc Welding Foundation Cleveland.

2. Bridgman W. P. ( 1964). Studies in large plastic flow and fracture with special emphasis on the effects of hydrostatic pressure Harvard University Press Cambridge Mass.

3. Fracture Toughness Demands in Welded Beam-Column Moment Connections

4. Fu J. Q. and Shi Y. W. ( 1996). “Effect of cracked weld joint and yield strength dissimilarity on crack tip stress triaxiality.” Theoretical and Appl. Fracture Mech. 25 51–57.

5. Ganti S. and Parks D. M. ( 1997). “Elastic-plastic fracture mechanics of strength-mismatched interface cracks.” Recent advances in fracture R. K. Mahidhara A. B. Geltmacher P. Matic and K. Sadananda eds. Minerals Metals and Materials Society New York 13–25.

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