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基于流固耦合的橡胶坝平衡状态分析
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作者 张海涛 《黑龙江水利科技》 2023年第6期107-110,共4页
橡胶坝因其结构简单,运行管理方便,抗震性能和生态景观好,常用于灌溉、防洪、挡潮等水利工程,但由于橡胶坝在运行中形状不断变化,主体材料为弹性材料,其结构和水力分析相较于刚性坝更为复杂,亟需对其运行安全影响因素进行分析。文章以... 橡胶坝因其结构简单,运行管理方便,抗震性能和生态景观好,常用于灌溉、防洪、挡潮等水利工程,但由于橡胶坝在运行中形状不断变化,主体材料为弹性材料,其结构和水力分析相较于刚性坝更为复杂,亟需对其运行安全影响因素进行分析。文章以山东枣庄蟠龙河综合整治工程山家林橡胶坝为例,对其平衡状态进行分析,通过参数分析和数值模拟,分析静水状态和溢流状态流固耦合作用,得到影响橡胶坝平衡状态的相关因素。 展开更多
关键词 橡胶坝 数值模拟 流固耦合 平衡状态分析
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单塔单跨悬索桥的施工监控 被引量:1
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作者 贺红强 张一鸣 陈孝强 《江西建材》 2016年第7期149-149,154,共2页
由于目前采用单塔单跨钢桁梁这种结构形式的较少,此类结构的施工监控经验处于起步阶段。为此本文依托西藏通麦特大桥,通过数值计算分析和现场监控对单塔单跨钢桁梁悬索桥施工监控方面进行探讨和分析,对此类桥梁结构的施工重点、难点及... 由于目前采用单塔单跨钢桁梁这种结构形式的较少,此类结构的施工监控经验处于起步阶段。为此本文依托西藏通麦特大桥,通过数值计算分析和现场监控对单塔单跨钢桁梁悬索桥施工监控方面进行探讨和分析,对此类桥梁结构的施工重点、难点及关键点进行分析和研究,期望为此类桥梁的施工提供部分借鉴和参考。 展开更多
关键词 单塔单跨悬索桥 钢桁加劲梁 初始平衡状态分析 施工监测
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用节线法计算悬索桥缆形 被引量:5
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作者 刘政伟 高能祥 《交通科技》 2014年第3期26-28,共3页
采用节线法对悬索桥进行初始平衡状态分析,编制MATLAB计算程序,计算了实例的缆索线形及其无应力长度等主要参数;同时利用MIDAS对程序的计算结果进行了分析对比。最后以MATLAB计算结果为边界条件建立ANSYS有限元模型,进行结果分析,验证... 采用节线法对悬索桥进行初始平衡状态分析,编制MATLAB计算程序,计算了实例的缆索线形及其无应力长度等主要参数;同时利用MIDAS对程序的计算结果进行了分析对比。最后以MATLAB计算结果为边界条件建立ANSYS有限元模型,进行结果分析,验证了节线法在进行悬索桥初始平衡状态分析时不很精确的结论。 展开更多
关键词 悬索桥 节线法 初始平衡状态分析
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Computation method of zero-stress state of pneumatic stressed membrane structure 被引量:4
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作者 ZHAO JunZhao CHEN WuJun +1 位作者 FU GongYi LI RuiXiong 《Science China(Technological Sciences)》 SCIE EI CAS 2012年第3期717-724,共8页
The whole analysis process of pneumatic stressed membrane structure contains nine states and seven analysis processes.The zero-stress state is the corner-stone of analysis and design of pneumatic stressed structure,an... The whole analysis process of pneumatic stressed membrane structure contains nine states and seven analysis processes.The zero-stress state is the corner-stone of analysis and design of pneumatic stressed structure,and has significant impact on the pre-stressed state and load state.According to the logical model of the whole numerical analysis process of pneumatic stressed structure,a numerical analysis method to solve the zero-stress state from the elasticized equilibrium state was firstly proposed,called linear compatibility matrix M-P inverse method.Firstly,the pneumatic membrane stressed structure was transferred into grid structure by using membrane link to simulate membrane surface.Secondly,on the basis of equilibrium matrix theory of pin joint structure and small deformation assumption,compatibility equation of system was established.Thirdly,the unstressed length and elongation of links were calculated from the tension and material parameters of elasticized equilibrium state.Finally,using compatibility matrix M-P inverse,the nodal displacement was calculated by solving compatibility equation,the configuration of zero-stress state could be obtained through reverse superposition,and the stress was released.According to the algorithm,the program was coded with MATLAB.The correctness and efficiency of this method were verified by several numerical examples,and it could be found that one elasticized equilibrium state corresponded to one configuration of the zero-stress state.The work has theoretical significance and practical guidance value for pneumatic membrane structural design. 展开更多
关键词 pneumatic stressed membrane structure elasticized equilibrium state the whole analysis process zero-stress state compatibility matrix M-P inverse
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