| 爆炸荷载作用下地下拱结构动力分析 |
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| 引用本文： | 陈海龙, 范华林, 金丰年. 爆炸荷载作用下地下拱结构动力分析[J]. 工程力学, 2013, 30(4): 169-174. DOI: 10.6052/j.issn.1000-4750.2011.11.0760 |
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| 作者姓名： | 陈海龙 范华林 金丰年 |
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| 作者单位： | 1.解放军理工大学国防工程学院爆炸冲击防灾减灾国家重点实验室,南京 210007;2. 河海大学力学材料学院国防工程与装备结构分析实验室,南京 210098;3. 重庆交通大学(桥梁)结构工程重点试验室,重庆 400074 |
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| 基金项目： | 国家自然科学基金创新研究群体科学基金项目(51021001)；国家自然科学基金项目(51078351)；重庆交通大学(桥梁)结构工程重点实验室开放基金项目(CQSLBF-Z11-1)；岩土力学与堤坝工程教育部实验室(河海大学)开放基金项目(GH200905) |
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| 摘 要： | 为了准确分析爆炸作用下地下拱结构的动力响应,利用阻尼系数来表达土介质与结构的动力相互作用,建立结构运动方程。由于结构动态响应方程的复杂性,在计算中对结构进行了简化,忽略了结构剪切力、转动惯性矩以及切向力的影响,并且假设拱结构在切线方向是不可延展的。利用振型分解法获得了两端固支拱结构在爆炸荷载作用下的动态响应的解析解。对圆心角为120°的拱结构单元进行了计算,得出了位移、速度和加速度时程响应曲线,探讨了参数响应的最大值与比例爆距之间的关系,得到了最大值与比例爆距之间的关系曲线。利用解析计算得到了结构弯矩的包络图。
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| 关 键 词： | 爆炸 动力相互作用 地下拱结构 受迫振动 动态响应 |
| 收稿时间： | 2013-04-25 |
| 修稿时间： | 2013-04-25 |
FORCED VIBRATION OF UNDERGROUND CLAMPED ARCH UNDER BLAST LOAD |
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| CHEN Hai-long, FAN Hua-lin, JIN Feng-nian. FORCED VIBRATION OF UNDERGROUND CLAMPED ARCH UNDER BLAST LOAD[J]. Engineering Mechanics, 2013, 30(4): 169-174. DOI: 10.6052/j.issn.1000-4750.2011.11.0760 |
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| Authors: | CHEN Hai-long FAN Hua-lin JIN Feng-nian |
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| Affiliation: | 1.State Key Laboratory for Disaster Prevention &Mitigation of Explosion &Impact, PLA University of Science and Technology, Nanjing 210007, China;2. Key Laboratory of Structural Analysis for Defense Engineering and Equipment, College of Mechanics and Materials, Hohai University, Nanjing 210098, China;3. Key Laboratory of Bridge-structure Engineering, Chongqing Jiaotong University, Chongqing 400074, China |
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| Abstract: | An exact solution for the vibration of arches subject to forces of denotation is obtained by employing a modal superposition method. As to the complicities of the problems of an arch, some simplifications are made, such as the effect of shear, rotary inertia and tangential forces are neglected and the arch is supposed to be incompressible. In order to simulate the forces applied on the underground structure, the soil-structure interaction is considered using a damping coefficient. An arch element with an opening angle of 120°is used for calculating and the responses of displacements, velocities and accelerations are obtained. The relation between the maximum response and the scaled distance is analyzed and the figure is plotted. According to the suggested method, maximum internal forces of each cross section of the arch can be calculated. |
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| Keywords: | blast load dynamic interaction arch structure forced vibration dynamic response |
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