Experimental study on large-scale compression members strengthened with circumferential prestressed CFRP plate

Xiaoying Chen; Gang Yang; Jing Zhuo; Yonghui Zhang; Changrui Ren; Longsheng Qi; Hanchen Du; Changming Bu

doi:10.1016/j.heliyon.2024.e26995

Experimental study on large-scale compression members strengthened with circumferential prestressed CFRP plate

Heliyon. 2024 Mar 14;10(6):e26995. doi: 10.1016/j.heliyon.2024.e26995. eCollection 2024 Mar 30.

Authors

Xiaoying Chen¹, Gang Yang¹, Jing Zhuo¹, Yonghui Zhang², Changrui Ren², Longsheng Qi², Hanchen Du², Changming Bu^{3

1}

Affiliations

¹ School of Civil Engineering and Architecture, Chongqing University of Science & Technology, Chongqing 401331, China.
² Key Laboratory of Transport Industry of Highway Engineering Technology in Arid Desert Areas, Xin jiang Transportation Science Research Institute Co., Ltd, Xinjiang, 830000, China.
³ State Key Laboratory of Bridge Engineering Structural Dynamics and Key Laboratory of Bridge Earthquake Resistance Technology, Chongqing, 400067, China.

Abstract

There have been many research reports on the reinforcement of small-sized square columns with a cross-section of 200mm-300mm using prestressed carbon fiber-reinforced polymer (CFRP) materials, while there are few studies on piers in bridge and tower columns in cable-stayed bridges with a cross-section of several meters or even tens of meters. The horizontal prestressed steel tendons in the anchorage zone of tower columns in cable-stayed bridge replaced by prestressed CFRP sheets can not only facilitate construction and maintenance, but also have good fatigue resistance. The prestressed CFRP plate is used to reinforce the large-sized tower columns by using a specific device to tension the CFRP plate wrapped around the surface of the members. The tensioning device and test pedestal based on WSGG (wave-shaped-gear-grip) anchor clamping of CFRP plate have been developed in this paper, and the CFRP plate circumferential tensioning tests on the pedestal have been conducted. The test results are as follows: (1) the developed device can achieve circumferential tensioning of single-layer CFRP plate to 0.5ftk of the material, reaching a tensile force of 60kN, and generate effective restraint pressure on a 2-m long composite compression component; (2)The calculation formula for the constraint pressure generated by the circumferential prestressed CFRP sheet on the component has been derived and verified, and the maximum error between the calculated value and the experimental value is within 5%; (3) When iron sheet serves as the interface medium between CFRP plate and compression components, the prestress loss of the CFRP plate tensioned at one end is about 84% and 58%-60% when tensioned at both ends. It can be seen that the effective prestress of the CFRP plate with iron sheet as the interface medium is relatively small. Meanwhile, based on the distribution of compressive stress in the components and the effective pre tension value of CFRP plate, it can be seen that two end tensioning is better than one end tensioning; (4) The tensile stress of CFRP plate along the member is a cubic function when the tension force is 60kN, so it is deduced that the constrained compressive stress generated by CFRP plate on the member is a quadratic function distribution.

Keywords: Circumferential tension; Compression components; Large-scale; Pre-stressed CFRP plate; The prestress loss.