用可伸展双向纤维加固的弹性片材抗横向压力力学连续体模型

IF 3.4 3区 工程技术 Q1 MECHANICS
Wenhao Yao , Tahmid Rakin Siddiqui , Chun Il Kim
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引用次数: 0

摘要

我们研究了纤维增强复合材料(FRC)板材在承受横向压力时的同时三维(平面内和平面外)变形。这涉及利用基体材料的新胡克应变能模型,并通过考虑纤维的拉伸、弯曲和扭曲响应来计算双向纤维的应变能。FRC 的运动学是在 FRC 表面微分几何框架内制定的,包括第一和第二变形梯度的计算。通过运用变分原理,我们推导出了描述纤维基复合材料系统在横向压力作用下力学特性的欧拉方程。由此得到的三维连续模型从理论上预测了基体材料的变形,发现基体材料的最大变形发生在域的对角线方向,然而,由于表面张力平衡,域的中心受到微弱的平面内变形。此外,还计算了纤维单元的拉伸、弯曲和扭曲运动学,以研究单根纤维的运动学对纤维网整体变形的影响。最后,研究发现,FRC 表面的横向压力会导致畴边界附近的纤维弯曲和畴内部的纤维拉伸,这与畴边缘附近的收缩应变和畴中部的拉伸应变加剧相对应。理论结果为理解纤维增强建筑材料的破坏模式、竹聚乳酸(PLA)复合材料的半球形圆顶成型结果以及编织物的平面外变形提供了具有现象学意义的见解。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A continuum model for the mechanics of elastomeric sheets reinforced with extensible bidirectional fibers resistant to lateral pressure

We investigate the concurrent three-dimensional (in-plane and out-of-plane) deformations of fiber-reinforced composite (FRC) sheets undergoing lateral pressure. This involves the utilization of the Neo-Hookean strain energy model for the matrix material and computing the strain energy of bidirectional fibers by accounting for the stretching, bending, and twisting responses of the fibers. The kinematics of FRC are formulated within the framework of differential geometry on FRC surfaces, including the computations of the first and second gradient of deformation. By employing the variational principles, we derive the Euler equations describing the mechanics of the fiber–matrix composite system subjected to lateral pressure. The resulting three-dimensional continuum model theoretically predicts the deformation of the matrix material and it is found that the maximum deformation of matrix material occurs in the diagonal direction of the domain, yet, the center of the domain suffers weak in-plane deformation because of surface tension equilibrium. In addition, the stretching, bending, and twisting kinematics of fiber units are computed to investigate the effects of the individual fiber’s kinematics on the overall deformation of fiber meshwork. Lastly, it is found that the lateral pressure on the FRC surface induces fiber flexure in the vicinity of domain boundaries and fiber stretch inside the domain, corresponding to the intensified shrinking strain near the edges and stretching strain in the middle of the domain. The theoretical results provide phenomenologically meaningful insights into comprehending the damage patterns of the fiber-reinforced building material, the hemispherical dome shaping results of bamboo Poly (lactic) acid (PLA) composites and the out-of-plane deformation of woven fabric.

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来源期刊
CiteScore
6.70
自引率
8.30%
发文量
405
审稿时长
70 days
期刊介绍: The International Journal of Solids and Structures has as its objective the publication and dissemination of original research in Mechanics of Solids and Structures as a field of Applied Science and Engineering. It fosters thus the exchange of ideas among workers in different parts of the world and also among workers who emphasize different aspects of the foundations and applications of the field. Standing as it does at the cross-roads of Materials Science, Life Sciences, Mathematics, Physics and Engineering Design, the Mechanics of Solids and Structures is experiencing considerable growth as a result of recent technological advances. The Journal, by providing an international medium of communication, is encouraging this growth and is encompassing all aspects of the field from the more classical problems of structural analysis to mechanics of solids continually interacting with other media and including fracture, flow, wave propagation, heat transfer, thermal effects in solids, optimum design methods, model analysis, structural topology and numerical techniques. Interest extends to both inorganic and organic solids and structures.
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