土木工程、水利工程、交通工程 |
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低屈服点钢材LYP100循环加载试验 |
王佼姣1, 石永久1, 王元清1, 潘鹏1, 牧野俊雄2, 齐雪2 |
1. 清华大学 土木工程安全与耐久教育部重点实验室,北京 100084;2. 日本住金关西工业株式会社,东京事务所,东京 101-0032 |
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Experimental study on low yield point steel LYP100 under cyclic loading |
WANG Jiao-jiao, SHI Yong-jiu1, WANG Yuan-qing1, PAN Peng1, MAKINO Toshio2, QI Xue2 |
1. Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Department of Civil Engineering, Beijing 100084, China; 2. Sumikin Kansai Industries Co. Ltd., Tokyo office, 101-0032, Japan |
引用本文:
王佼姣, 石永久, 王元清, 潘鹏, 牧野俊雄, 齐雪. 低屈服点钢材LYP100循环加载试验[J]. 浙江大学学报(工学版), 10.3785/j.issn.1008-973X.2015.08.001.
WANG Jiao-jiao, SHI Yong-jiu, WANG Yuan-qing, PAN Peng, MAKINO Toshio, QI Xue. Experimental study on low yield point steel LYP100 under cyclic loading. JOURNAL OF ZHEJIANG UNIVERSITY (ENGINEERING SCIENCE), 10.3785/j.issn.1008-973X.2015.08.001.
链接本文:
http://www.zjujournals.com/eng/CN/10.3785/j.issn.1008-973X.2015.08.001
或
http://www.zjujournals.com/eng/CN/Y2015/V49/I8/1401
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[1] 董永涛,张耀春.建筑用钢循环塑性本构模型[J].哈尔滨建筑工程学院学报,1993, 26(5): 106-112.
DONG Yong-tao, ZHANG Yao-chun. Cyclic plasticity constitutive model of structural steel [J]. Journal of Harbin Architecture and Civil Engineering, 1993, 26(5): 106-112.
[2] NATHANIEL G C, KRAWINKLER H. Unaxial cyclic stress-strain behavior of structural steel [J]. Journal of Engineering Mechanics, 1985, 111(9): 1105-1120.
[3] KRAWINKLER H, ZOHREI M, BAHMAN L I, et al. Recommendations for experimental studies on the seismic behavior of steel components and materials [R]. Stanford, CA:
Earthquake Engineering Center, Department of Civil and Environmental Engineering, Stanford University, 1983.
[4] RAMBERG W, OSGOOD W R. Description of stress-strain curves by three parameters [R]. Technical Note No. 902, Washington DC: National Advisory Committee for Aeronautics, 1943.
[5] SHI Yong-jiu, WANG Meng, WANG Yuan-qing. Experimental and constitutive model study of structural steel under cyclic loading [J]. Journal of Constructional Steel
Research, 2011, 67(8): 1185-1197.
[6] SHI Gang, WANG Meng, BAI Yu, et al. Experimental and modeling study of high-strength structural steel under cyclic loading [J]. Engineering Structures, 2012, 37(4): 113.
[7] 施刚,王飞,戴国欣,等.Q460C高强度结构钢材循环加载试验研究[J].东南大学学报:自然科学版,2011, 41(6): 1259-1265.
SHI Gang, WANG Fei, DAI Guo-xin, et al. Cyclic loading tests on high strength structural steel Q460C [J]. Journal of Southeast University :Natural Science Edition, 2011, 41
(6): 1259-1265.
[8] 施刚,王飞,戴国欣,等.Q460D高强度结构钢材循环加载试验研究[J].土木工程学报,2012,45(7): 48-55.
SHI Gang, WANG Fei, DAI Guo-xin, et al. Experimental study of high strength structural steel Q460D under cyclic loading [J]. China Civil Engineering Journal, 2012, 45(7):
48-55.
[9] 王元清,常婷,石永久.循环荷载下奥氏体不锈钢的本构关系试验研究[J].东南大学学报:自然科学版, 2012, 42(6): 1175-1179.
WANG Yuan-qing, CHANG Ting, SHI Yong-jiu. Experimental study on constitutive relationship in austenitic stainless steel under cyclic loading [J]. Journal of Southeast
University :Natural Science Edition, 2012, 42(6): 1175-1179.
[10] 周建龙,汪大绥,姜文伟,等.防屈曲耗能支撑在世博中心工程中的应用研究[J].建筑结构,2009, 39(5): 29-33.
ZHOU Jian-long, WANG Da-sui, JIANG Wen-wei, et al. Research on application of buckling restrained braces in the EXPO Center [J]. Building Structure, 2009, 39(5): 29-33.
[11] DUSICKA P, ITANI A M, BUCKLE I G. Cyclic response of plate steels under large inelastic strains [J]. Journal of Constructional Steel Research, 2007, 63(2): 156-164.
[12] SAEKI E, SUGISAWA M, YAMAGUCHI T, et al. Mechanical properties of low yield point steels [J]. Journal of Materials in Civil Engineering, 1998, 10(3): 143-152.
[13] 宋凤明,温东辉,李陈,等.极低屈服点钢低周疲劳特性[J].钢铁研究学报, 2010, 22(5): 37-40.
SONG Feng-ming, WEN Dong-hui, LI Chen, et al. Low cycle fatigue characteristic of ultra-low yield point steel [J]. Journal of Iron and Steel Research, 2010, 22(5): 37-40.
[14] 王佼姣,石永久,严红,等.低屈服点全钢防屈曲支撑抗震性能试验研究[J].土木工程学报,2013, 46(10): 916, 25.
WANG Jiao-jiao, SHI Yong-jiu, YAN Hong, et al. Experimental study on the seismic behavior of all-steel buckling-restrained brace with low yield point [J]. China Civil
Engineering Journal, 2013, 46(10): 916, 25.
[15] GB/T 228.1-2010. 金属材料拉伸试验第1部分:室温拉伸方法[S].北京:中国标准出版社, 2011.
GB/T 228.1-2010. Metallic materials-Tensile testing-Part 1: Method of test at room temperature [S]. Beijing: China Standard Press, 2011.
[16] CHABOCHE J L. Time-independent constitutive theories for cyclic plasticity [J]. International Journal of Plasticity, 1986, 2(2): 149-188.
[17] NIP K H, GARDNER L, DAVIS CM, et al. Extremely low cycle fatigue tests on structural carbon steel and stainless steel [J]. Journal of Constructional Steel Research,
2010, 66(1): 96-110. |
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