碳纤维复材-铝合金双槽形截面层合板梁承载性能预测研究

黄腾; 张冬冬; 黄亚新; 林渊; 张釜恺; 袁嘉欣

doi:10.13204/j.gyjzG20111816

碳纤维复材-铝合金双槽形截面层合板梁承载性能预测研究

doi: 10.13204/j.gyjzG20111816

1. 陆军工程大学野战工程学院, 南京 210007;
2. 陆军工程大学爆炸冲击防灾减灾国家重点实验室, 南京 210007

基金项目:

国家自然科学基金项目（51708552）；江苏省自然科学基金项目（BK20170752）。

详细信息

作者简介:
黄腾,男,1988年出生,博士研究生。

通讯作者:
张冬冬,男,1986年出生,副教授,博士,zhangdodo1986@sohu.com。

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出版历程
- 收稿日期: 2020-11-18
- 网络出版日期: 2021-10-27

RESEARCH ON METHODS FOR PREDICTING BEARING PERFORMANCE OF CFRP-ALUMINUM LAMINATE BEAM WITH DOUBLE-CHANNEL CROSS SECTION

1. College of Field Engineering, PLA Army Engineering University, Nanjing 210007, China;
2. State Key Laboratory of Disaster Prevention and Mitigation of Explosion and Impact, PLA Army Engineering University, Nanjing 210007, China

摘要

摘要: 为了研究具有双槽形异型截面的碳纤维增强铝合金层合板梁的弯曲承载性能，采用压力模压热固化成形工艺制备了两组碳纤维铺层结构分别为[0°/90°/0°]和[45°/0°/-45°]的双槽形截面层合板梁构件，进行了四点弯曲试验，获得了不同试件的极限弯曲荷载和破坏模式。针对二维Hashin失效准则的局限性，采用FORTRAN语言编写了适用于ABAQUS/Explicit显式分析算法的VUMAT子程序，实现了基于三维Hashin失效准则的CFRP层渐进损伤的数值模拟分析功能，对双槽形层合板梁的承载性能和破坏形式进行了分析。同时，基于经典层合板理论提出了一种预测碳纤维增强铝合金层合板梁安全承载力的理论方法。试验、数值模拟与理论计算结果的比较表明，所提出的安全承载力计算方法可用于预测碳纤维增强铝合金槽形截面层合板梁的安全承载力，可应用于异形截面层合板梁构件的设计。
- 碳纤维增强铝合金层合板 /
- 槽形截面梁 /
- 弯曲承载性能 /
- 渐进失效分析 /
- 理论预测模型
Abstract: In this paper, flexural bearing capacity of carbon fiber reinforced aluminum laminate (CARALL) beams, with a double-channel cross section and a 3/2 laminated configuration, were experimentally and numerically studied. Two types of specimens using different carbon fiber layup configurations ([0°/90°/0°] and[45°/0°/-45°]) were fabricated by the pressure molding thermal curing forming process. The double-channel CARALL beams were then subjected to static four-point bending tests to determine their ultimate behaviors in terms of ultimate bearing capacity and failure modes. In view of the shortcomings of two-dimensional Hashin failure criterion, the user-defined FORTRAN subroutine VUMAT suitable for ABAQUS/Explicit solver and analysis algorithm was established to obtain a progressive damage prediction of CFRP layer based on three-dimensional Hashin failure criterion. The bearing capacity and failure modes of the proposed CARALL beams with double-channel cross-section were then numerally analyzed. Meanwhile, a theoretical method for predicting the safe bearing capacity of CARALL beams was proposed based on the classic laminate theory. Comparisons of the experimental, numerical, and theoretical results demonstrated good agreement, indicating that the proposed theoretical method was feasible for predicting the safe bearing capacity of CARALL beams with double-channel cross section and could be applied to the design of laminate beam components with special-shaped section.
- carbon fiber-reinforced aluminum alloy laminates (CARALL) /
- channel cross-sectional beam /
- flexural bearing capacity /
- progressive failure analysis /
- theoretical prediction model

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