考虑弹性各向同性和正交各向异性碳纤维增强梁的有限元分析

Khaled Ghaedi, Z. Ibrahim, A. Javanmardi, M. Jameel, Usman Hanif, Sardar Kashif Ur Rehman, M. Gordan
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引用次数: 7

摘要

在学术和商业上可用的有限元软件中使用适当的材料特性来分析不同的模型是设计工程师和研究人员主要关注的问题之一。本文证明了在有限元建模过程中使用适当的材料特性来考虑模型的重要性。考虑碳纤维增强聚合物(CFRP)单元为弹性各向同性和正交异性材料,对两根碳纤维增强聚合物(CFRP)条加固钢筋混凝土梁进行了研究。为了显示材料选择性能的重要性,除了CFRP条外,所有模型的性能都被选择为两根梁完全相同。为了验证研究结果,对钢筋混凝土梁进行了实验测试,并将数值结果与实验结果进行了比较。结果表明,各向同性或正交各向异性碳纤维增强材料对荷载作用下梁的应力、位移和损伤响应均无显著影响。
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Finite Element Analysis of A Strengthened Beam Deliberating Elastically Isotropic And Orthotropic Cfrp Material
Using appropriate material properties for analyzing different models in academic and commercially availablefinite element software is one of the main concerns for design engineers and researchers. This paper demonstrates theimportance of using appropriate material properties for the models to be considered by engineers during finite elementmodelling. Two reinforced concrete (RC) beams strengthened with Carbon Fiber Reinforced Polymer (CFRP) strips areinvestigated, considering the CFRP elements as elastically isotropic and orthotropic materials. To show the significance ofthe selective material properties, all properties of the models are chosen to be exactly the same for the two beams except forthe CFRP strip. To validate the study, an RC beam is tested experimentally and the numerical results are compared to theexperimental test. The results show that CFRP with isotropic or orthotropic properties has no significant influence on beamresponses such as stresses, displacements and damage response under applied loadings.
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