In this study,the competitive failure mechanism of bolt loosening and fatigue is elucidated via competitive failure tests on bolts under composite excitation.Based on the competitive failure mechanism,the mode predict...In this study,the competitive failure mechanism of bolt loosening and fatigue is elucidated via competitive failure tests on bolts under composite excitation.Based on the competitive failure mechanism,the mode prediction model and“load ratio-life prediction curve”(ξ-N curve)of the bolt competitive failure are established.Given the poor correlation of theξ-N curve,an evaluation model of the bolt competitive failure life is proposed based on Miner’s linear damage accumulation theory.Based on the force analysis of the thread surface and simulation of the bolt connection under composite excitation,a theoretical equation of the bolt competitive failure life is established to validate the model for evaluating the bolt competitive failure life.The results reveal that the proposed model can accurately predict the competitive failure life of bolts under composite excitation,and thereby,it can provide guidance to engineering applications.展开更多
Under strong earthquakes, long-span spatial latticed structures may collapse due to dynamic instability or strength failure. The elasto-plastic dynamic behaviors of three spatial latticed structures, including two dou...Under strong earthquakes, long-span spatial latticed structures may collapse due to dynamic instability or strength failure. The elasto-plastic dynamic behaviors of three spatial latticed structures, including two double-layer cylindrical shells and one spherical shell constructed for the 2008 Olympic Games in Beijing, were quantitatively examined under multi-support excitation （MSE） and uniform support excitation （USE）. In the numerical analyses, several important parameters were investigated such as the peak acceleration and displacement responses at key joints, the number and distribution of plastic members, and the deformation of the shell at the moment of collapse. Analysis results reveal the features and the failure mechanism of the spatial latticed structures under MSE and USE. In both scenarios, the double-layer reticulated shell collapses in the ＂overflow＂ mode, and the collapse is governed by the number of invalid plastic members rather than the total number of plastic members, beginning with damage to some of the local regions near the supports. By comparing the numbers and distributions of the plastic members under MSE to those under USE, it was observed that the plastic members spread more sufficiently and the internal forces are more uniform under MSE, especially in cases of lower apparent velocities in soils. Due to the effects of pseudo-static displacement, the stresses in the members near the supports under MSE are higher than those under USE.展开更多
高烈度区斜坡震裂变形体广泛存在,为理清台阶式顺层岩质边坡在多期地震作用下的震裂破坏机制,以三清高速路堑斜坡为原型,开展大型振动台试验。引入加速度放大系数比(ratio of acceleration amplification factor,RAAF)研究不同台阶位置...高烈度区斜坡震裂变形体广泛存在,为理清台阶式顺层岩质边坡在多期地震作用下的震裂破坏机制,以三清高速路堑斜坡为原型,开展大型振动台试验。引入加速度放大系数比(ratio of acceleration amplification factor,RAAF)研究不同台阶位置加速度动力响应差异性,利用希尔伯特−黄变换和边际谱识别边坡震裂累积损伤及失稳破坏过程,结合边坡失稳破坏现象阐明台阶式边坡震裂破坏机制。结果表明:边坡具有高程放大效应,加速度放大系数随输入地震波峰值增加呈现先增加再降低的趋势。RAAF在输入地震波峰值为0.6g前后出现正负突变,表明输入地震波峰值为0.6g是改变两种类型边坡动力响应差异性的“临界值”。多期地震作用下,希尔伯特谱低频部分减小,高频部分增加,岩体和夹层表现出滤波作用。水平地震作用下,台阶阴角极易产生动拉应力集中,造成阴角处被拉裂。不均匀台阶宽度边坡的渐进破坏过程为第2级台阶首先出现拉裂缝→上部岩层沿软弱夹层滑动→坡顶后缘拉裂→第1级台阶拉裂并脱离坡体。均匀台阶宽度边坡各级台阶阴角均出现拉裂缝,边坡未出现明显滑动面。模型试验揭示了台阶式岩质边坡的震裂破坏机制,针对勘察设计和施工应加强各级台阶阴角变形量的监测,阴角处可做圆弧处理降低应力集中现象。坡脚处可设置抗滑桩,提高边坡出现震裂破坏的阈值,增强边坡稳定性。展开更多
The first-passage failure of Duffing oscillator with the delayed feedback control under the combined harmonic and white-noise excitations is investigated. First, the time-delayed feedback control force is expressed ap...The first-passage failure of Duffing oscillator with the delayed feedback control under the combined harmonic and white-noise excitations is investigated. First, the time-delayed feedback control force is expressed approximately in terms of the system state variables without time delay. Then, the averaged It? stochastic differential equations for the system are derived by using the stochastic averaging method. A backward Kolmogorov equation governing the conditional reliability function and a set of generalized Pontryagin equations governing the conditional moments of the first-passage time are established. Finally, the conditional reliability function, the conditional probability density and moments of the first-passage time are obtained by solving the backward Kolmogorov equation and generalized Pontryagin equations with suitable initial and boundary conditions. The effects of time delay in feedback control force on the conditional reliability function, conditional probability density and moments of the first-passage time are analyzed. The validity of the proposed method is confirmed by digital simulation.展开更多
基金Supported by National Natural Science Foundation of China(Grant No.52175123)the Independent Subject of State Key Laboratory of Traction Power(Grant No.2022TPL_T03).
文摘In this study,the competitive failure mechanism of bolt loosening and fatigue is elucidated via competitive failure tests on bolts under composite excitation.Based on the competitive failure mechanism,the mode prediction model and“load ratio-life prediction curve”(ξ-N curve)of the bolt competitive failure are established.Given the poor correlation of theξ-N curve,an evaluation model of the bolt competitive failure life is proposed based on Miner’s linear damage accumulation theory.Based on the force analysis of the thread surface and simulation of the bolt connection under composite excitation,a theoretical equation of the bolt competitive failure life is established to validate the model for evaluating the bolt competitive failure life.The results reveal that the proposed model can accurately predict the competitive failure life of bolts under composite excitation,and thereby,it can provide guidance to engineering applications.
文摘Under strong earthquakes, long-span spatial latticed structures may collapse due to dynamic instability or strength failure. The elasto-plastic dynamic behaviors of three spatial latticed structures, including two double-layer cylindrical shells and one spherical shell constructed for the 2008 Olympic Games in Beijing, were quantitatively examined under multi-support excitation （MSE） and uniform support excitation （USE）. In the numerical analyses, several important parameters were investigated such as the peak acceleration and displacement responses at key joints, the number and distribution of plastic members, and the deformation of the shell at the moment of collapse. Analysis results reveal the features and the failure mechanism of the spatial latticed structures under MSE and USE. In both scenarios, the double-layer reticulated shell collapses in the ＂overflow＂ mode, and the collapse is governed by the number of invalid plastic members rather than the total number of plastic members, beginning with damage to some of the local regions near the supports. By comparing the numbers and distributions of the plastic members under MSE to those under USE, it was observed that the plastic members spread more sufficiently and the internal forces are more uniform under MSE, especially in cases of lower apparent velocities in soils. Due to the effects of pseudo-static displacement, the stresses in the members near the supports under MSE are higher than those under USE.
文摘高烈度区斜坡震裂变形体广泛存在,为理清台阶式顺层岩质边坡在多期地震作用下的震裂破坏机制,以三清高速路堑斜坡为原型,开展大型振动台试验。引入加速度放大系数比(ratio of acceleration amplification factor,RAAF)研究不同台阶位置加速度动力响应差异性,利用希尔伯特−黄变换和边际谱识别边坡震裂累积损伤及失稳破坏过程,结合边坡失稳破坏现象阐明台阶式边坡震裂破坏机制。结果表明:边坡具有高程放大效应,加速度放大系数随输入地震波峰值增加呈现先增加再降低的趋势。RAAF在输入地震波峰值为0.6g前后出现正负突变,表明输入地震波峰值为0.6g是改变两种类型边坡动力响应差异性的“临界值”。多期地震作用下,希尔伯特谱低频部分减小,高频部分增加,岩体和夹层表现出滤波作用。水平地震作用下,台阶阴角极易产生动拉应力集中,造成阴角处被拉裂。不均匀台阶宽度边坡的渐进破坏过程为第2级台阶首先出现拉裂缝→上部岩层沿软弱夹层滑动→坡顶后缘拉裂→第1级台阶拉裂并脱离坡体。均匀台阶宽度边坡各级台阶阴角均出现拉裂缝,边坡未出现明显滑动面。模型试验揭示了台阶式岩质边坡的震裂破坏机制,针对勘察设计和施工应加强各级台阶阴角变形量的监测,阴角处可做圆弧处理降低应力集中现象。坡脚处可设置抗滑桩,提高边坡出现震裂破坏的阈值,增强边坡稳定性。
基金supported by the National Natural Science Foundation of China (Grant Nos. 10932009, 11072212 and 50905051)Key Discipline of the Ocean Mechatronic Equipments Technology Foundation
文摘The first-passage failure of Duffing oscillator with the delayed feedback control under the combined harmonic and white-noise excitations is investigated. First, the time-delayed feedback control force is expressed approximately in terms of the system state variables without time delay. Then, the averaged It? stochastic differential equations for the system are derived by using the stochastic averaging method. A backward Kolmogorov equation governing the conditional reliability function and a set of generalized Pontryagin equations governing the conditional moments of the first-passage time are established. Finally, the conditional reliability function, the conditional probability density and moments of the first-passage time are obtained by solving the backward Kolmogorov equation and generalized Pontryagin equations with suitable initial and boundary conditions. The effects of time delay in feedback control force on the conditional reliability function, conditional probability density and moments of the first-passage time are analyzed. The validity of the proposed method is confirmed by digital simulation.
