新型GFRP-钢复合筋材料拉伸性能测试

黄健; 阎亮; 熊哲; 陈苇; 吴宝龙; 李丽娟; 何少华; 麦广浩

doi:10.13204/j.gyjzG23082306

新型GFRP-钢复合筋材料拉伸性能测试

doi: 10.13204/j.gyjzG23082306

黄健^1,2,
阎亮^1,2,
熊哲^2, ,,
陈苇²,
吴宝龙²,
李丽娟²,
何少华²,
麦广浩²

1. 华测工程检测有限公司, 广州 510320;
2. 广东工业大学土木与交通工程学院, 广州 510006

基金项目:

国家自然科学基金项目（12032009）。

详细信息

作者简介:
黄健，高级工程师，主要从事建材检测、建设工程检测、监测及评估等工作，huangjian@cti-cert.com。

通讯作者:
熊哲，副教授，主要从事混凝土材料、钢结构方向研究，gdgyxz263@gdut.edu.cn。

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- 文章访问数: 61
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出版历程
- 收稿日期: 2023-08-23
- 网络出版日期: 2024-05-29

Tensile Property Test for a New Type of GFRP-Steel Composite Bars

1. Huace Engineering Testing Co., Ltd., Guangzhou 510320, China;
2. School of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou 510006, China

摘要

摘要: 对新型GFRP-钢复合筋进行拉伸性能测试，分析了复合筋的破坏过程和力学性能指标。同时构建了新型GFRP-钢复合筋的应力-应变关系理论模型，并将其与试验结果进行对比分析。结果表明： GFRP-钢复合筋的应力-应变曲线表现出明显的双线性特征，其在内芯钢筋屈服后仍具备稳定的抗变形能力，所建立的应力-应变关系理论模型与试验结果吻合较好，证明了该模型能够有效地反映复合筋的拉伸性能。
- GFRP-钢复合筋 /
- 拉伸性能 /
- 双线性特征 /
- 理论模型
Abstract: Tensile tests were conducted on a new type of GFRP-steel composite bars, the failure process and mechanical performance indicators of the composite bars were analyzed. A theoretical model of stress-strain relations for the new type of GFRP-steel composite bars was constructed, and compared with the test results for analysis. The results showed that the stress-strain curves of the GFRP-steel composite bars exhibited obvious bilinear characteristics, and it still maintained a stable deformation resistance after the yielding of the inner core steel rebars. Furthermore, the theoretical model of stress-strain relations established in the paper matched well with the test results, demonstrating the effectiveness of the model in reflecting the tensile properties of the composite bars.
- GFRP-steel composite bar /
- tensile properties /
- bilinear characteristics /
- theoretical model

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参考文献(17)

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