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连杆小头的多轴疲劳寿命预测方法研究 被引量:2
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作者 张翼 刘晓勇 苏铁熊 《车用发动机》 北大核心 2014年第2期11-14,共4页
为了提高连杆小头疲劳寿命的预测精度,根据试验中断裂连杆的实际结构和加工工艺状态研究了小头寿命的预测方法。采用有限元法得到了连杆的应力分布,采用临界面法考虑了结构受力的多轴特性,并获取了危险部位临界面上的正应力幅和平均应力... 为了提高连杆小头疲劳寿命的预测精度,根据试验中断裂连杆的实际结构和加工工艺状态研究了小头寿命的预测方法。采用有限元法得到了连杆的应力分布,采用临界面法考虑了结构受力的多轴特性,并获取了危险部位临界面上的正应力幅和平均应力,采用正应力模型对连杆进行了疲劳寿命预测。结果表明,此分析方法可以使寿命分析的误差控制在2.6倍因子。 展开更多
关键词 连杆 临界平面法 正应力模型 疲劳寿命
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一个对角化部分杂交元柔度矩阵θ的方法
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作者 韩建新 冯伟 《上海大学学报(自然科学版)》 CAS CSCD 2001年第4期353-358,共6页
给出了利用 H阵对角化建立部分杂交元的方法 .通过构造部分杂交元的应力模式 Hilbert空间 ,详细讨论了应力模式正交化方法 ,并且论证了正交化前后的应力模式可以形成相同的部分杂交元 .由于正交应力模式使 H矩阵成为对角矩阵 ,因此可以... 给出了利用 H阵对角化建立部分杂交元的方法 .通过构造部分杂交元的应力模式 Hilbert空间 ,详细讨论了应力模式正交化方法 ,并且论证了正交化前后的应力模式可以形成相同的部分杂交元 .由于正交应力模式使 H矩阵成为对角矩阵 ,因此可以完全避免繁杂的 H矩阵求逆运算 ,从而从根本上改进了部分杂交元方法的计算效率 .特别对于假设应力模式个数比较多 ,从而 H矩阵阶数比较大的情况 ,该方法更能体现其优越性 . 展开更多
关键词 部分杂交元 应力模式空间 矩阵H对角化 柔度矩阵 应力模型交化方法 杂交应力单元
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Tectonic Stress Wave,Microfracture Wave,and a Modified Elastic-Rebound Model of Earthquakes
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作者 Zhao Fuyuan 《Earthquake Research in China》 2010年第3期335-343,共9页
Based on a sample of some real earthquakes,we have suggested in previous papers that there is a density-tectonic stress wave with ultra-low frequency which is emitted from the epicenter region for months before earthq... Based on a sample of some real earthquakes,we have suggested in previous papers that there is a density-tectonic stress wave with ultra-low frequency which is emitted from the epicenter region for months before earthquakes,and a micro-fracture wave 1 ~ 10 days before earthquakes. The former has been observed by different kinds of measurements and the latter has been observed by a few chance observations which consists of electromagnetic,gravitational and sonic fluctuations. We show real observational results that depict the two waves and they have very different frequencies,which are not difficult to discriminate. The classical elastic-rebound model is one of the most influential theories on earthquakes,and the thermodynamic elastic-rebound model has amended the classical framework. Considering the two waves above,we attempt to further modify the elasticrebound model,and the new framework could be called the "micro-fracture elasticrebound model". We infer that tectonic earthquakes could have three special phases: the accumulation of tectonic stress,micro-fracture,and main-fracture. Accordingly,there would be three waves which come from the epicenter of a tectonic earthquake,i. e. ,the tectonic stress wave with ultra-low frequency a few months before the earthquake,the micro-fracture wave about 1 ~ 10 days before the earthquake and the main-fracture wave (common earthquake wave). 展开更多
关键词 Earthquake Density-tectonic stress wave with ultra-low frequency Fracturemechanics Rock fracture MICRO-FRACTURE Micro-fracture wave Elastic-rebound
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Damage identification method of girder bridges based on finite element model updating and modal strain energy 被引量:12
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作者 NIU Jie ZONG Zhou Hong CHU Fu Peng 《Science China(Technological Sciences)》 SCIE EI CAS CSCD 2015年第4期701-711,共11页
A timely and accurate damage identification for bridge structures is essential to prevent sudden failures/collapses and other catastrophic accidents.Based on response surface model(RSM)updating and element modal strai... A timely and accurate damage identification for bridge structures is essential to prevent sudden failures/collapses and other catastrophic accidents.Based on response surface model(RSM)updating and element modal strain energy(EMSE)damage index,this paper proposes a novel damage identification method for girder bridge structures.The effectiveness of the proposed damage identification method is investigated using experiments on four simply supported steel beams.With Xiabaishi Bridge,a prestressed continuous rigid frame bridge with large span,as the engineering background,the proposed damage identification method is validated by using numerical simulation to generate different bearing damage scenarios.Finally,the efficiency of the method is justified by considering its application to identifying cracking damage for a real continuous beam bridge called Xinyihe Bridge.It is concluded that the EMSE damage index is sensitive to the cracking damage and the bearing damage.The locations and levels of multiple cracking damages and bearing damages can be also identified.The results illuminate a great potential of the proposed method in identifying damages of real bridge structures. 展开更多
关键词 damage identification response surface model finite element model updating element modal strain energy damage index girder bridge
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