一种轻型可展军用桥梁的设计与动力学分析

关富玲; 周益君; 况祺; 钱利锋

doi:10.3969/j.issn.0258-2724.2012.05.002

一种轻型可展军用桥梁的设计与动力学分析

doi: 10.3969/j.issn.0258-2724.2012.05.002

基金项目:

武器装备预先研究项目(41321070201)

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- 文章访问数: 1644
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出版历程
- 收稿日期: 2011-11-21
- 刊出日期: 2012-10-25

Design and Dynamical Analysis of New Light Deployable Bridge

摘要

摘要: 为保障人员迅速跨越沟渠、谷地等人工或天然障碍,研制了一种新型的轻型可展军用桥梁.该桥采用剪式铰和套筒可展机构实现轴向展开,用电机牵引主动索,展开至设计位置后锁定成工作状态.分析了预应力索和加劲桁架机构在减小桥梁变形、提高承载力方面的作用;制作缩比模型并进行了展开试验验证.研究结果表明:预应力索的设置使桥梁挠度从1/114减小到1/386,加劲桁架使桥梁承载力提高35.1%;该结构形式能稳定展开并投入使用,模型试验结果与展开的仿真结果吻合.
- 可展军用桥梁 /
- 设计 /
- 非线性分析 /
- 展开仿真 /
- 缩比模型
Abstract: To rapidly across ditches, valleys and other artificial or natural barriers for personnel, a new light deployable military bridge was developed. Scissors and sleeves are adopted to realize the axial deployment. A motor is used to drove a main cable to expand the bridge until it reaches a designed location, and then the bridge is locked. The functions in reducing deformation and enhancing bearing capacity were analyzed for the prestressed cable and brackets. A reduced-scale model for this bridge was made, and the test validation was carried out. The research results show that bridge deflection decreases from 1/114 to 1/386 because of setting the prestressed cable, and the bearing capacity increases by 35.1% due to the brackets. The structure can be successfully deployed and put into use, and the test result is in good agreement with the simulation one.
- deployable military bridge /
- design /
- nonlinear analysis /
- deployment simulation /
- reduced-scale model

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参考文献(14)

孙文俊,陈宝泉. 军用桥梁设计原理[M]. 北京:国防工业出版社,2008: 2-31.

赵孟良. 空间可展结构展开过程动力学理论分析、仿真及试验[D]. 杭州:浙江大学建筑工程学院,2007.

赵孟良,吴开成,关富玲. 空间可展桁架结构动力学分析[J]. 浙江大学学报:工学版,2005,39(11): 1669-1674. ZHAO Mengliang, WU Kaicheng, GUAN Fuling. Dynamic analysis of deployable space truss structures[J]. Journal of Zhejiang University: Engineering Science, 2005, 39(11): 1669-1674.

刘建成,孙文俊,吴培德,等. 试论渡河桥梁装备的发展方向[J]. 工兵装备研究,2006,25(6): 9-13. LIU Jiancheng, SUN Wenjun, WU Peide, et al. On developing trend of river-crossing and bridging equipment[J]. Engineer Equipment Research, 2006, 25(6): 9-13.

ZHOU Y X. Analysis of mobile deployable bridge[R]. Singapore: The National University of Singapore, 2008.

ZEHAVI E, TIVON K. Rapid deployment stationary bridge: Israel, 4825492, 1989-05-02.

徐关尧,喻忠权. 装配式钢桥的现状及发展趋势[J]. 钢结构,1993,3(14): 47-49. XU Guanyao, YU Zhongquan. The status and development of prefabricated bridge[J]. Steel Construction, 1993, 3(14): 47-49.

熊万奎,洪瑶,唐凯. 浅谈工程装备的发展由保障型向战斗型转变[J]. 工兵装备研究,2005,24(3): 1-5. XIONG Wankui, HONG Yao, TANG Kai. On development of the engineering equipment from protection to battle[J]. Engineer Equipment Research, 2005, 24(3): 1-5.

HANUS J P. Investigation of a deployable military bridge system with a fiber reinforced concrete deck. Madison: University of Wisconsin-Madison, 2007.

钱利锋. 充气与展开结构的设计、分析与实验. 杭州:浙江大学建筑工程学院,2011.

张武,瞿玉棣. 太阳电池阵多次展开锁定机构研究[J]. 机械设计,2006(5): 9-11. ZHANG Wu, QU Yudi. Research on multi-development and locking mechanism for solar cell array[J]. Journal of Machine Design, 2006(5): 9-11.

王新敏. ANSYS工程结构数值分析[M]. 北京:人民交通出版社,2007: 180-203.

WATANABE E, WANG C M, UTSUNOMIYA T, et al. Very large floating structures: applications, analysis and design. Singapore: The National University of Singapore, 2004.

戴云景,方有亮. 可展索-桁架结构的有限元分析[J]. 科学技术与工程,2007,7(4): 538-541. DAI Yunjing, FANG Youliang. Finite element analysis of deployable cable-truss structures[J]. Science Technology and Engineering, 2007, 7(4): 538-541.

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文章访问数: 1644
HTML全文浏览量: 72
PDF下载量: 342
被引次数: 0

一种轻型可展军用桥梁的设计与动力学分析

doi: 10.3969/j.issn.0258-2724.2012.05.002

计量

出版历程

Design and Dynamical Analysis of New Light Deployable Bridge

计量

出版历程

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