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Abstract

A joint with looped reinforcement is a type of steel bar connection structure with wet joints characterized by quick construction.In order to study the bending and shear stress performance and load-bearing capacity characteristics of the wet joints,four bearing capacity tests for bending and shear were designed and conducted for common application scenarios.The load,strain,and displacement changes of the specimens during the test process were tested,and the failure characteristics,load–displacement changes,and ultimate bearing capacity of this type of wet joint were analyzed.The results show that the wet joint with looped reinforcement has good ductility and conforms to the design principles of reinforced concrete.The failure mode of the specimens under bending and shear is similar to that under bending,with the compressive side of the concrete collapsing after the crack develops and losing its bearing capacity.This proves that the joint with looped reinforcement is a reliable form of wet joint connection,and the measured ultimate bearing capacity is greater than the design internal force of the corresponding scenario.It has good bearing capacity under bending and shear stress conditions.

Publication Date

12-24-2025

DOI

10.14048/j.issn.1671-2579.2025.06.019

First Page

167

Last Page

173

Submission Date

December 2025

Reference

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