首页> 外文会议>Shanghai International Conference on Technology of Architecture and Structure(ICTAS 2009)(2009 中国上海国际建筑科技大会)论文集 >Investigation on Mechanical Behavior of Coupler-style Steel Tubular Formwork Supports II: Analysis of High Formwork Support Systems
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Investigation on Mechanical Behavior of Coupler-style Steel Tubular Formwork Supports II: Analysis of High Formwork Support Systems

机译:耦合器式钢管模板支架力学性能研究II:高级模板支架系统分析

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摘要

Mechanical analysis of high coupler-style steel tubular formwork supports has been a challenging task that poses many practical difficulties not only because of their complex boundary conditions and artful structural details but also because of lacking a realistic analytical model of their coupler-style connections. Based on the analytical model that could reflect the semi-rigid characteristic of coupler-style connections, the 3-D member finite element models according to a typical example of practical engineering were built. Numerical simulation technique was used to investigate the role of different bracing configurations and casting paths. Based on that, some references were proposed for practical engineering.
机译:高耦合器式钢管模板支架的机械分析一直是一项艰巨的任务,不仅由于其复杂的边界条件和巧妙的结构细节,而且由于缺乏其耦合器式连接的逼真的分析模型而带来了许多实际困难。基于可以反映耦合器式连接的半刚性特征的分析模型,根据实际工程的一个典型例子,建立了3-D有限元模型。数值模拟技术被用来研究不同支撑结构和铸造路径的作用。在此基础上,为实际工程提出了一些参考。

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