[1] |
龚顺风, 陈源, 金伟良, 白勇, 李志刚, 赵冬岩. 高静水压力作用下深海油气管道的局部屈曲[J]. 浙江大学学报, 2012,46(1):1419. (GONG Shun-feng, CHEN Yuan, JIN Wei-liang, BAI Yong, LI Zhi-gang, ZHAO Dong-yan. Local buckling of deep water oil-gas pipeline under high hydrostatic pressure[J].Journal of Zhejiang University,2012,46(1):14-19.(in Chinese))
|
[2] |
Szczotka M. Dynamic analysis of an offshore pipe laying operation using the reel method[J]. Acta Mechanica Sinica,2011,27(1):44-45.
|
[3] |
梁振庭. 深水海底管道铺设受力性能分析[D]. 杭州: 浙江大学, 2008.(LIANG Zhen-ting.Analysis on mechanical performance for deep water[D]. Hangzhou: Zhejiang University, 2008.(in Chinese))
|
[4] |
叶玮. 海底管道新型铺管方法[D]. 杭州: 浙江大学, 2006.(YE Wei. Study on new pipe-laying technique-reel lay method[D]. Hangzhou: Zhejiang University, 2006.(in Chinese))
|
[5] |
Bai Y.Subsea Pipelines and Risers[M]. Elsevier Science Ltd, 2005.
|
[6] |
Szczotka M. Pipe laying simulation with an active reel drive[J].Ocean Engineering,2010,37(7):539-548.
|
[7] |
Kyriakides S, Ok A, Corona E. Localization and propagation of curvature under pure bending in steel tubes with Luders bands[J].International Journal of Solids and Structures,2008,45(10):3074-3087.
|
[8] |
刘润, 王武刚, 闫澍旺, 吴新利. 防止温度应力下海底管线发生整体屈曲的工程措施研究[J]. 应用数学和力学, 2012,33(6):740753.(LIU Run, WANG Wu-gang, YAN Shu-wang, WU Xin-li. Engineering measures for preventing upheaval buckling of buried submarine pipelines[J].Applied Mathematics and Mechanics,2012,33(6):740-753. (in Chinese))
|
[9] |
Yuan L, Gong S, Chen Y, Jin W. Analysis on buckling performance of submarine pipelines during deepwater[J].China Ocean Engineering,2009,23(2):303-316.
|
[10] |
Fonseca E M M, Melo F. Numerical solution of curved pipes submitted to in-plane loading conditions[J].Thin-Walled Structures,2010,48(2):103-109.
|
[11] |
Brazier L G. On the flexure of thin cylindrical shells and other thin sections[C]//Proc Roy Soc A,1927,116(773):104-114.
|
[12] |
Silvestre N. Non-linear curling of wide single-flange steel panels[J]. Journal of Constructional Steel Research,2009,65(3):509-522.
|
[13] |
Li L, Kettle R. Nonlinear bending response and buckling of ring-stiffened cylindrical shells under pure bending[J]. International Journal of Solids and Structures,2002,39(3):765-781.
|
[14] |
Karamanos S A. Bending instabilities of elastic tubes[J].International Journal of Solids and Structures,2002,39(8): 2059-2085.
|
[15] |
Olso E, Kyriakides S. Internal ring buckle arrestors for pipe-in-pipe systems[J]. International Journal of Non-Linear Mechanics,2003,38(2):267-284.
|
[16] |
Guarracino F. On the analysis of cylindrical tubes under flexure: theoretical formulations, experimental data and finite element analyses[J].Thin-Walled Structures,2003,41(2/3):127-147.
|
[17] |
余建星, 卞雪航, 余杨, 杨源, 王永更. 深水海底管道全尺寸压溃试验及数值模拟[J]. 天津大学学报, 2012,45(2):154159.(YU Jian-xing, BIAN Xue-hang, YU Yang, YANG Yuan, WANG Yong-geng. Full-scale collapse test and numerical simulation of deepwater pipeline[J].Journal of Tianjin University,2012,45(2):154-159. (in Chinese))
|
[18] |
余建星, 李智博, 杜尊峰, 傅明炀, 卞雪航, 杨源. 深海管道非线性屈曲理论计算方法[J]. 海洋工程, 2013,31(1):5460.(YU Jian-xing, LI Zhi-bo, DU Zun-feng, FU Ming-yang, BIAN Xue-heng, YANG Yuan. Theoretical calculation method of the nonlinear buckling of deep sea pipes[J].The Ocean Engineering,2013,31(1):54-60. (in Chinese))
|
[19] |
张日曦, 张崎, 黄一. 小径厚比深水管道的压溃屈曲研究[J]. 船舶工程, 2012,34(4):9497.(ZHANG Ri-xi, ZHANG Qi, HUANG Yi. Collapse buckling study on deepwater pipelines with small radius-thickness ratio[J].Ship Engineering,2012,34(4):94-97. (in Chinese))
|
[20] |
Castello X, Estefen S F. Limit strength and reeling effects of sandwich pipes with bonded layers[J].International Journal of Mechanical Sciences,2007,49(5):577-588.
|
[21] |
Michael T C, Veerappan A R, Shanmugam S. Effect of ovality and variable wall thickness on collapse loads in pipe bends subjected to in-plane bending closing moment[J].Engineering Fracture Mechanics,2012,79:138-148.
|
[22] |
杨桂通. 弹塑性力学引论[M].北京:清华大学出版社, 2004:184214.(YANG Gui-tong.Introduction of Elasticity and Plasticity[M]. Beijing: Tsinghua University Press, 2004:184-214.(in Chinese))
|
[23] |
曹金凤, 石亦平. ABAQUS有限元分析常见问题解答[M].北京:机械工业出版社, 2009:188298.(CAO Jin-feng, SHI Yi-ping.ABAQUS FEM FAQ [M]. Beijing: China Machine Press, 2009:188-298.(in Chinese))
|
[24] |
Neimitz A, Galkiewicz J. Approximation of strainstress curves in front of a crack in a non-linear material[J].International Journal of Fracture,2010,161(2):227-232.
|
[25] |
Kyriakides S, Corona E.Mechanics of Offshore Pipeline [M]. Chennai, India: Charon Tec Ltd, 2007:43-48.
|
[26] |
Nourpanah N, Taheri F. Development of a reference strain approach for assessment of fracture response of reeled pipelines[J].Engineering Fracture Mechanics,2010,77(12):2337-2353.
|
[27] |
Netto T A, Botto A, Lourenco M I. Fatigue performance of prestrained pipes with girth weld defects: local deformation mechanisms under bending[J].International Journal of Fatigue,2008,30(6): 1080-1091.
|
[28] |
Calladine C R.Theory of Shell Structures[M]. UK: Cambridge University Press, 1983.
|
[29] |
Karamanos S A. Stability of elastic tubes under in-plane bending[R]. Internal Research Report, LMSM 01/00, University of Thessaly, Volos, Greece, 2000.
|