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Modelling flexural performance of hollow pultruded FRP profiles

机译:空心拉挤FRP型材建模弯曲性能

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Hollow Pultruded Fibre-Reinforced Polymer (PFRP) profiles, as novel construction material, require further development of design tool to broaden the applications. This paper proposes a combined experimental and numerical methodology as a design tool to investigate the failure modes of these profiles under four-point bending. Two different profiles, each with 10 samples, were tested until failure and were used to validate the numerical model. A finite element model was built based on a fast-convergence incremental approach that suits flexural loading and reduces the computational cost. The validated model was used to study the failure sequence thoroughly and perform an extensive parametric study on the design parameters. Each geometric parameter was studied individually first to determine the relevant levels for each parameter in the full factorial study. A full factorial design of experiment was used to capture the critical parametric interactions with over 81 numerical models. The design rules and recommendation were established for the optimal flexural behaviour of hollow box PFRP profiles to withstand local buckling of the top flange.
机译:作为新颖的施工材料,中空拉挤纤维增强聚合物(PFRP)型材需要进一步开发设计工具来扩大应用。本文提出了一种组合的实验和数值方法作为设计工具,以研究四点弯曲下这些型材的故障模式。测试两种不同的曲线,每个轮廓有10个样本,直到失败,并用于验证数值模型。基于适用于弯曲载荷的快速收敛增量方法构建有限元模型,并降低计算成本。经过验证的模型用于彻底研究故障序列,并对设计参数进行广泛的参数研究。首先研究每个几何参数,以确定完整阶乘研究中每个参数的相关级别。实验的完整因子设计用于捕获与超过81个数值模型的临界参数相互作用。建立了设计规则和推荐,为空心箱PFRP型材的最佳弯曲行为来承受局部屈曲的顶部法兰。

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