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首页> 外文会议>First International Conference on Advanced Polymer Composites for Structural Applications in Construction, Apr 15-17, 2002, Southampton University, UK >Numerical Investigation on the Structural Performance of PFRP Frame Connections
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Numerical Investigation on the Structural Performance of PFRP Frame Connections

机译：PFRP框架连接结构性能的数值研究

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摘要

This paper presents the results of a comprehensive numerical investigation program on structural behavior of semi-rigid composite connections. Several finite element codes were used in this program to confirm the validity of the different models developed in this study. Both linear and non-linear analyses were performed. The FE model included the effect of the flexibility of beam-to-column connections as well as the partial restrain of the web/flange junction of open-web pultruded fiber reinforced polymer (PFRP) profiles. All models were compared to full-scale experimental results from a prior investigation. This paper presents a part of the study using NASTRAN FE code.
机译：本文介绍了有关半刚性复合连接结构性能的综合数值研究程序的结果。在该程序中使用了几个有限元代码，以确认本研究开发的不同模型的有效性。进行了线性和非线性分析。有限元模型包括梁到柱连接的灵活性以及开放式网状拉挤纤维增强聚合物（PFRP）型材的网/法兰连接的部分约束的影响。将所有模型与先前研究的全面实验结果进行比较。本文介绍了使用NASTRAN FE代码进行的研究的一部分。

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