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Dec 8, 2014
Limit Bending Capacity of Steel Pipes Considering Strain Hardening Effect
Authors: Yanfei Chen [email protected], Hong Zhang [email protected], Xuaoben Liu [email protected], Qingquan Duan [email protected], Xin Li [email protected], and Jing Zhou [email protected]Author Affiliations
Publication: ICPTT 2014: Creating Infrastructure for a Sustainable World
Abstract
Based on Hencky's total strain theory of plasticity, the limit bending capacity of steel pipes can be determined analytically assuming an elastic-linear strain hardening material. The simplified analytical solution is proposed as well. Good agreement is observed when limit bending capacities obtained from analytical solutions are compared with experimental results from full-size testing of steel pipes. It is shown that pipe considered to be strain hardening yields a higher bending capacity than that of pipe assumed as an elastic-perfectly plastic material. Thus, the ignorance of strain hardening effect, as commonly assumed in current codes, may underestimate the limit bending capacity of steel pipes. The solutions proposed in this paper are applicable in the design of offshore and onshore steel pipes, supports of offshore platforms and other tubular structural steel members.
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© 2014 American Society of Civil Engineers.
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Published online: Dec 8, 2014
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Assistant Professor, National Engineering Laboratory for Pipeline Safety, Beijing Key Laboratory of Urban Oil and Gas Distribution Technology, China University of Petroleum (Beijing), No. 18 Fuxue Road, Changping District, Beijing, 102249. E-mail: [email protected]
Professor, College of Mechanical and Transportation Engineering, China University of Petroleum (Beijing), No. 18 Fuxue Road, Changping District, Beijing, 102249. E-mail: [email protected]
Ph.D. Candidate, College of Mechanical and Transportation Engineering, China University of Petroleum (Beijing), No. 18 Fuxue Road, Changping District, Beijing, 102249. E-mail: [email protected]
Associate Professor, College of Mechanical and Transportation Engineering, China University of Petroleum (Beijing), No. 18 Fuxue Road, Changping District, Beijing, 102249. E-mail: [email protected]
Professor, State Key Lab of Coastal and Offshore Engineering, Dalian University of Technology, No. 2 Linggong Road, Ganjingzi District, Dalian City, Liaoning Province, 116024. E-mail: [email protected]
Professor, State Key Lab of Coastal and Offshore Engineering, Dalian University of Technology, No. 2 Linggong Road, Ganjingzi District, Dalian City, Liaoning Province, 116024. E-mail: [email protected]
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