土木与交通工程 |
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疲劳裂纹的跨尺度分析 |
李明, 刘扬, 唐雪松 |
长沙理工大学 土木与建筑学院,湖南 长沙 410114 |
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Trans-scale analysis for fatigue crack |
LI Ming, LIU Yang, TANG Xue-song |
School of Civil Engineering and Architecture, Changsha University of Science and Technology, Changsha 410114, China |
引用本文:
李明, 刘扬, 唐雪松. 疲劳裂纹的跨尺度分析[J]. 浙江大学学报(工学版), 10.3785/j.issn.1008-973X.2017.03.013.
LI Ming, LIU Yang, TANG Xue-song. Trans-scale analysis for fatigue crack. JOURNAL OF ZHEJIANG UNIVERSITY (ENGINEERING SCIENCE), 10.3785/j.issn.1008-973X.2017.03.013.
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[1] 刘扬,李明,鲁乃唯,等.随机车流作用下悬索桥钢箱梁细节疲劳可靠度[J].长安大学学报:自然科学版,2016, 36(2): 44-51.
LIU Yang, LI Ming, LU Nai-wei, et al. Fatigue reliability for steel box girder details of suspension bridge under random traffic flow [J]. Journal of Chang’an University: Natural Science Edition, 2016, 36(2): 44-51.
[2] 张清华,崔闯,卜一之,等.港珠澳大桥正交异性钢桥面板疲劳特性研究[J].土木工程学报, 2014, 47(9): 110-119.
ZHANG Qing-hua, CUI Chuang, BU Yi-zhi, et al. Study on fatigue features of orthotropic decks in steel box girder of Hong Kong-Zhuhai-Macao Bridge [J]. China Civil Engineering Journal, 2014, 47(9): 110-119.
[3] 张高楠,石广玉,王晓丹.正交异性钢桥面板焊缝的疲劳寿命评估方法.[J].固体力学学报, 2013, 33: 216-223.
ZHANG Gao-nan, SHI Guang-yu, WANG Xiao-dan. Evaluation the approaches for fatigue life prediction of welded joints of orthotropic steel decks [J]. Chinese Journal of Solid Mechanics, 2013, 33: 216-223.
[4] MINER M A. Cumulative damage in fatigue [J]. Journal of Applied Mechanics, 1945, 12(3): A159-A164.
[5] PARIS P C. The growth of cracks due to variations in load [D]. Bethlehem: University of Lehigh, 1962.
[6] 邓扬,丁幼亮,李爱群,等.钢箱梁焊接细节基于长期监测数据的疲劳可靠性评估:疲劳可靠度指标[J].土木工程学报,2012, 45(3): 86-92.
DENG Yang, DING You-liang, LI Ai-qun, et al. Fatigue reliability assessment for welded of steel box girders using long-term monitoring data: fatigue reliability indices [J]. China Civil Engineering Journal, 2012,45(3): 86-92.
[7] 顾萍,周聪.铁路正交异性钢桥面板典型疲劳裂纹寿命估算[J].铁道学报, 2012, 34(1): 97-102.
GU Ping, ZHOU Cong. Estimation of fatigue life of typical cracks of orthotropic steel decks of railways bridges [J]. Journal of the China Railway Society, 2012, 34(1): 97-102.
[8] 郑淳.基于断裂力学的公路钢桥疲劳寿命可靠度方法研究[D].广州:华南理工大学, 2013.
ZHEN Chun. Research on fatigue reliability evaluation of highway steel bridges based on fracture mechanics [D]. Guangzhou: South China University of Technology, 2013.
[9] SIH G C. Multiscale fatigue crack initiation and propagation of engineering materials: structural integrity and microstructural worthiness [M]. New York: Springer,2008.
[10] SIH G C, TANG X S. Dual scaling damage model associated with weak singularity for macroscopic crack possessing a micro-/meso-scopic notch tip [J]. Theoretical and Applied Fracture Mechanics, 2004, 42(1): 1-24.
[11] TANG X S, SIH G C. Weak and strong singularitiesreflecting multiscale damage: micro-boundary conditions for free-free, fixed-fixed and free-fixed constraints [J]. Theoretical and Applied Fracture Mechanics, 2005, 43(1): 5-62.
[12] SIH G C, TANG X S. Simultaneous occurrence of double micro/macro stress singularities for multiscale crack model [J]. Theoretical and Applied Fracture Mechanics, 2006, 46(2): 87-104.
[13] SIH G C, TANG X S. Asymptotic micro-stress field dependency on mixed boundary conditions dictated by micro-structural asymmetry: Mode I macro-stress loading [J]. Theoretical and Applied Fracture Mechanics, 2006, 46(1): 1-14.
[14] TANG X S, SIH G C. Equilibrium mechanics model of multiscaling by segmentation: asymptotic solution for macro-meso-micro damage in anti-plane shear deformation [J]. Theoretical and Applied Fracture Mechanics, 2005, 44(1): 1-15.
[15] SIH G C, TANG X S. Triple scale segmentation of non-equilibrium system simulated by macro-micro-atomic line model with mesoscopic transitions [J]. Theoretical and Applied Fracture Mechanics, 2005, 44(2): 116-145.
[16] TANG X S. Scatter of fatigue data owing to material microscopic effects [J]. Sci China Phys Mech Astron, 2014, 57(1): 90-97.
[17] 李庆芬,胡胜海,朱世范.断裂力学及其工程应用[M].哈尔滨:哈尔滨工程大学出版社, 2008, 34-36.
[18] YA S, YAMADA K, ISHIKAWA T. Fatigue evaluation of Rib-to-Deck welded joints of orthotropic steel bridge deck [J]. Journal of Bridge Engineering, 2011, 16(4): 492-499.
[19] 荣振环,张玉玲,刘晓光,等.大跨度斜拉桥正交异性板疲劳试验研究[J].钢结构, 2009, 24(5): 13-16.
RONG Zhen-huan, ZHANG Yu-ling, LIU Xiao-guang, et al. Fatigue experimental research on orthotropic plate of long-span cable-stayed bridge [J]. Steel construction, 2009, 24(5): 13-16.
[20] SIM H B, UANG C M, SIKORSKY C. Effects of fabrication procedures on fatigue resistance of welded joints in steel orthotropic decks [J]. Journal of Bridge Engineering, 2009, 14(5): 366-373. |
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