Bearing capability of concrete-filled pultruded GFRP combination columns tube with different restraints of CFRP
Civil Engineering|更新时间:2025-11-14
|
Bearing capability of concrete-filled pultruded GFRP combination columns tube with different restraints of CFRP
“In the field of composite materials, experts have established a calculation model for the bearing capacity of pultruded GFRP pipe concrete composite columns through axial compression tests and analysis, providing a solution to improve their bearing capacity.”
Journal of Civil and Environmental EngineeringVol. 47, Issue 2, Pages: 141-150(2025)
作者机构:
1.宁夏大学 土木与水利工程学院;宁夏土木工程防震减灾工程技术研究中心,银川 750021
2.贺州学院 建筑与电气工程学院,广西 贺州 542899
作者简介:
YANG Wenwei (1967- ), professor, doctorial supervisor, main research interests: seismic and vibration isolation control of new structures, E-mail: nxyangww@163.com.
基金信息:
National Natural Science Foundation of China(52168025);Natural Science Foundation of Ningxia(2021AAC03116);Science and Technology Program of Hezhou, Guangxi(贺科攻1908006);Key Research and Development Program of Guangxi(桂科AB22036002)
YANG Wenwei,ZHOU Haiyang,WANG Tongkuai,et al.Bearing capability of concrete-filled pultruded GFRP combination columns tube with different restraints of CFRP[J].Journal of Civil and Environmental Engineering,2025,47(02):141-150.
YANG Wenwei,ZHOU Haiyang,WANG Tongkuai,et al.Bearing capability of concrete-filled pultruded GFRP combination columns tube with different restraints of CFRP[J].Journal of Civil and Environmental Engineering,2025,47(02):141-150. DOI: 10.11835/j.issn.2096-6717.2023.004.
Bearing capability of concrete-filled pultruded GFRP combination columns tube with different restraints of CFRP