Ultimate Bending Capacity of Strain Hardening Steel Pipes
Based on Hencky＇s total strain theory of plasticity,ultimate 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 ultimate bending capacities obtained...
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| Published in | China ocean engineering Vol. 30; no. 2; pp. 231 - 241 |
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| Main Author | |
| Format | Journal Article |
| Language | English |
| Published |
Nanjing
Chinese Ocean Engineering Society
01.04.2016
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| Subjects | |
| Online Access | Get full text |
| ISSN | 0890-5487 2191-8945 |
| DOI | 10.1007/s13344-016-0014-x |
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| Abstract | Based on Hencky＇s total strain theory of plasticity,ultimate 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 ultimate bending capacities obtained from analytical solutions are compared with experimental results from full-size tests of steel pipes.Parametric study conducted as part of this paper indicates that the strain hardening effect has significant influence on the ultimate bending capacity of steel pipes.It is shown that pipe considering strain hardening yields higher bending capacity than that of pipe assumed as elastic-perfectly plastic material.Thus,the ignorance of strain hardening effect,as commonly assumed in current codes,may underestimate the ultimate bending capacity of steel pipes.The solutions proposed in this paper are applicable in the design of offshore/onshore steel pipes,supports of offshore platforms and other tubular structural steel members. |
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| AbstractList | Based on Hencky’s total strain theory of plasticity, ultimate 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 ultimate bending capacities obtained from analytical solutions are compared with experimental results from full-size tests of steel pipes. Parametric study conducted as part of this paper indicates that the strain hardening effect has significant influence on the ultimate bending capacity of steel pipes. It is shown that pipe considering strain hardening yields higher bending capacity than that of pipe assumed as elastic-perfectly plastic material. Thus, the ignorance of strain hardening effect, as commonly assumed in current codes, may underestimate the ultimate bending capacity of steel pipes. The solutions proposed in this paper are applicable in the design of offshore/onshore steel pipes, supports of offshore platforms and other tubular structural steel members. Based on Hencky＇s total strain theory of plasticity,ultimate 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 ultimate bending capacities obtained from analytical solutions are compared with experimental results from full-size tests of steel pipes.Parametric study conducted as part of this paper indicates that the strain hardening effect has significant influence on the ultimate bending capacity of steel pipes.It is shown that pipe considering strain hardening yields higher bending capacity than that of pipe assumed as elastic-perfectly plastic material.Thus,the ignorance of strain hardening effect,as commonly assumed in current codes,may underestimate the ultimate bending capacity of steel pipes.The solutions proposed in this paper are applicable in the design of offshore/onshore steel pipes,supports of offshore platforms and other tubular structural steel members. |
| Author | 陈严飞 张娟 张宏 李昕 周晶 曹静 |
| AuthorAffiliation | National Engineering Laboratory for Pipeline Safety / Beijing Key Laboratory of Urban Oil and Gas Distribution Technology, China University of Petroleum, Beijing 102246, China State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300072, China HydroChina Beijing Engineering Corporation, Beijing 100024, China State Key Lab of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China NOOC Research Institute, BeO＇ing 100024, China |
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| CitedBy_id | crossref_primary_10_1016_j_oceaneng_2017_09_042 crossref_primary_10_1007_s40868_018_00052_x crossref_primary_10_1115_1_4047714 crossref_primary_10_1080_17445302_2019_1611722 crossref_primary_10_1016_j_ijmecsci_2016_09_004 crossref_primary_10_3390_jmse11040754 |
| Cites_doi | 10.1115/1.1314866 10.1016/j.ijpvp.2008.11.013 10.1016/j.ijsolstr.2008.01.013 10.1016/j.ijpvp.2009.12.005 10.1115/1.2829573 10.1016/j.ijmecsci.2009.06.008 10.1061/(ASCE)0733-9445(2003)129:1(41) 10.1016/j.ijmecsci.2013.05.008 10.1061/TPEJAN.0000346 10.1061/JSDEAG.0004478 |
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| Copyright | Chinese Ocean Engineering Society and Springer-Verlag Berlin Heidelberg 2016 Copyright © Wanfang Data Co. Ltd. All Rights Reserved. |
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| GrantInformation_xml | – fundername: The work was financially supported by the National Natural Science Foundation of China; the Opening Fund of State Key Laboratory of Ocean Engineering (Shanghai Jiao Tong University); the Opening Fund of State Key Laboratory of Hydraulic Engineering Simulation and Safety (Tianjin University); the Opening Fund of State Key Laboratory of Coastal and Offshore Engineering (Dalian University of Technology); the Science Foundation of China University of Petroleum, Beijing funderid: (Grant 51309236); (Grant 1314); (Grant HESS-1411); (Grant LP1507); (Grant .2462015YQ0403 and 2462015YQ0408) |
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| Keywords | steel pipes ultimate bending capacity strain hardening Hencky’s total strain |
| Language | English |
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| Notes | 32-1441/P CHEN Yan-fei;ZHANG Juan;ZHANG Hong;LI Xin;ZHOU Jing;CAO Jing（ a National Engineering Laboratory for Pipeline Safety / Beijing Key Laboratory of Urban Oil and Gas Distribution Technology, China University of Petroleum, Beijing 102246, China b State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300072, China c HydroChina Beijing Engineering Corporation, Bering 100024, China d State Key Lab of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China e CNOOC Research Institute, Beijing 100024, China） steel pipes; ultimate bending capacity; strain hardening; Hencky＇s total strain Based on Hencky＇s total strain theory of plasticity,ultimate 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 ultimate bending capacities obtained from analytical solutions are compared with experimental results from full-size tests of steel pipes.Parametric study conducted as part of this paper indicates that the strain hardening effect has significant influence on the ultimate bending capacity of steel pipes.It is shown that pipe considering strain hardening yields higher bending capacity than that of pipe assumed as elastic-perfectly plastic material.Thus,the ignorance of strain hardening effect,as commonly assumed in current codes,may underestimate the ultimate bending capacity of steel pipes.The solutions proposed in this paper are applicable in the design of offshore/onshore steel pipes,supports of offshore platforms and other tubular structural steel members. |
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Solids Struct. doi: 10.1016/j.ijsolstr.2008.01.013 – volume: 102 start-page: 2181 issue: 11 year: 1976 ident: 14_CR19 publication-title: Journal of the Structural Division, ASCE doi: 10.1061/JSDEAG.0004478 – volume: 87 start-page: 100 issue: 2 year: 2010 ident: 14_CR4 publication-title: International Journal of Pressure Vessels and Piping doi: 10.1016/j.ijpvp.2009.12.005 |
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| Snippet | Based on Hencky＇s total strain theory of plasticity,ultimate bending capacity of steel pipes can be determined analytically assuming an elastic-linear strain... Based on Hencky’s total strain theory of plasticity, ultimate bending capacity of steel pipes can be determined analytically assuming an elastic-linear strain... |
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| SubjectTerms | Coastal Sciences Engineering Fluid- and Aerodynamics Marine & Freshwater Sciences Numerical and Computational Physics Oceanography Offshore Engineering Simulation 塑性理论 应变硬化材料 抗弯能力 极限抗弯承载力 理想弹塑性 硬化效应 试验参数 钢管 |
| Title | Ultimate Bending Capacity of Strain Hardening Steel Pipes |
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