- ISSN 0258-2724
- CN 51-1277/U
- EI Compendex
- Scopus
- Indexed by Core Journals of China, Chinese S&T Journal Citation Reports
- Chinese S&T Journal Citation Reports
- Chinese Science Citation Database
| Citation: | LI Xiaozhen, XIAO Jun, LIU Dejun, LIU Chenguang, ZHANG Jingfeng, XIAO Lin. Influence of Local Stress Variance on Elastic Stability of Compression Bar[J]. Journal of Southwest Jiaotong University, 2015, 28(6): 971-976. doi: 10.3969/j.issn.0258-2724.2015.06.001
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张然,武建勋. 圣维南原理的一般性能量衰减指标[J]. 工程力学,2008,25(3): 14-17. ZHANG Ran, WU Jianxun.Common energy decay indices of Saint-Venant's Principle[J]. Engineering Mechanics, 2008, 25(3): 14-17.
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宋少云,尹芳. 有限元网格划分中的圣维南原理及其应用[J]. 机械设计与制造,2012(8): 63-65. SONG Shaoyun, YIN Fang. Saint-Venant's Principle of meshing in finite element method and its application[J]. Machinery Design Manufacture, 2012(8): 63-65.
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周萌,宁晓旭,聂建国. 混合梁斜拉桥钢混结合区4-D多尺度有限元分析[J]. 清华大学学报:自然科学版,2014,54(10): 1321-1326. ZHOU Meng, NING Xiaoxu, NIE Jianguo. 4-D multiscale finite element analysis of the hybrid zone foe cable-stayed bridges with steel-concrete hybrid girders[J]. Journal of Tsinghua University: Science and Technology, 2014, 54(10): 1321-1326.
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班慧勇,施刚,邢海军,等. Q420等边角钢轴压杆稳定性能研究(Ⅰ):残余应力的试验研究[J]. 土木工程学报,2010,43(7): 14-21. BAN Huiyong, SHI Gang, XING Haijun, et al. Stability of Q420 high strength steel equal-leg angle members under axial compression(Ⅰ):Experimental study on the residual stress[J]. China Civil Engineering Journal, 2010, 43(7): 14-21.
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谌磊,彭奕亮,杨俊芬,等. Q690高强钢管轴压承载力试验研究[J]. 武汉大学学报:工学版,2013,46(增刊): 90-96. CHEN Lei, PENG Yiliang, YANG Junfen, et al. Experimental study of axial bearing capacity of Q690 high-strength steel tubes[J]. Engineering Journal of Wuhan University, 2013, 46(Sup.): 90-96.
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张明. 局部削弱压杆的稳定性实验研究[J]. 实验力学,2009,24(4): 374-378. ZHANG Ming. Experimental research on buckling of locally weakened columns[J]. Journal of Experimental Mechanics, 2009, 24(4): 374-378.
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杨绿峰,吴文龙,余波. 基于弹性模量缩减法的随机极限承载力分析[J]. 西南交通大学学报,2013,48(6): 1016-1023. YANG Lufeng, WU Wenlong, YU Bo. Stochastic ultimate bearing capacity analysis based on elastic modulus reduction method[J]. Journal of Southwest Jiaotong University, 2013, 48(6): 1016-1023.
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张壮南,张耀春. 残余应力对单轴对称工字梁稳定承载力的影响[J]. 哈尔滨工业大学学报,2007,39(12): 1864-1868. ZHANG Zhuangnan, ZHANG Yaochun. Effects of welding residual stresses on the stability capacity of the monosymmetric I-beams[J]. Journal of Harbin Institute of Technology, 2007, 39(12): 1864-1868.
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郭盛. 冷弯残余应力分布及其影响下的轴压构件整体稳定性研究[D]. 武汉:武汉大学,2004.
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彭崇梅,张启伟,李元兵. 焊接残余应力对钢桁斜拉桥整体稳定性的影响[J]. 长安大学学报:自然科学版,2011,31(6): 36-42. PENG Chongmei, ZHANG Qiwei,LI Yuanbing.Influence of welding residual stress on stability of steel truss cable-stayed bridge[J]. Journal of Chang'an University: Natural Science Edition, 2011, 31(6): 36-42.
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陈明,张秋华,严勇,等. 测量压杆临界压力的理论与实验[J]. 力学与实践,2007,29(1): 74-76.
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施刚,班慧勇,BIJLAARD F S K,等. 端部带约束的超高强度钢材受压构件整体稳定受力性能[J]. 土木工程学报,2011,44(10): 17-25. SHI Gang, BAN Huiyong, BIJLAARD F S K, et al. Experimental study and finite element analysis on the overall buckling behavior of ultra-high strength steel compression members with end restraints[J]. China Civil Engineering Journal, 2011, 44(10): 17-25.
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于桂杰,皇甫光. 压杆稳定的实验方法[J]. 实验技术与管理,2006,23(11): 33-35. YU Guijie, HUANG Fuguang. Test method about buckling of column[J]. Experimental Technology and Management, 2006, 23(11): 33-35.
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李国豪. 桥梁结构稳定与振动[M]. 修订版. 北京:中国铁道出版社,2010: 6-10.
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董冠文,李宗义,赵彦军,等. 压杆稳定临界力欧拉公式统一推导[J]. 武汉工程大学学报,2012,34(12): 71-74. DONG Guanwen, LI Zongyi, ZHAO Yanjun, et al. Unified deduction of pressure lever stability critical force Euler formula[J]. Journal of Wuhan Institute of Technology, 2012, 34(12): 71-74.
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朱伯芳. 有限单元法原理及应用[M]. 3版.北京: 中国水利水电出版社,知识产权出版社,2009: 383-390.
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