Fatigue Behavior of Internally Ring-Stiffened Welded Steel Tubular Joints

Author:

Gandhi P.123,Raghava G.123,Murthy D. S. Ramachandra123

Affiliation:

1. Asst. Dir., Structural Engineering Research Ctr., C.S.I.R. Campus, Taramani, Chennai–600 113, India.

2. Asst. Dir., Structural Engineering Research Ctr., C.S.I.R. Campus, Taramani, Chennai, India.

3. Deputy Dir., Structural Engineering Research Centre, C.S.I.R. Campus, Taramani, Chennai, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference17 articles.

1. ASTM. (1990). “Standard specification for substitute ocean water.” ASTM D1141 West Conshohocken Pa.

2. Bureau of Indian Standards (BIS). ( 1975). “Specification for Structural Steel (Standard Quality).” IS 226 New Delhi India.

3. Gurney T. R. (1982). “The basis of the revised fatigue design rules in the Department of Energy Offshore Guidance Notes.” Proc. 2nd Int. Conf. on Offshore Welded Struct. The Welding Institute Cambridge U.K. P55.1–P55.11.

4. Ma S. Y. A. Sharp J. V. and Tebett I. E. (1989). “A comparative study of the design basis for complex tubular joints.” Proc. 21st Offshore Technol. Conf. Offshore Technology Conference Inc. Houston Texas 411–426.

5. Madhava Rao A. G. Ramachandra Murthy D. S. and Gandhi P. (1990). “Investigations on static and fatigue strength of stiffened steel tubular joints used in offshore structures.” Final Rep. Proj. No. SP-013-5 Institute of Engineering and Ocean Technology Oil and Natural Gas Commission Panvel Bombay Structural Engineering Research Centre Madras India.

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