A platform for research: civil engineering, architecture and urbanism
Experimental study of grouted sleeve lapping connector under tensile load
The performance of the grouted sleeve lapping connector that is used to connect reinforcement bars in a precast concrete structure is studied. A total of 63 specimens, varying in bar diameter and lap length, were tested under tensile load. The failure modes, ultimate tensile strength values and load-displacement curves of the specimens are discussed in the study. Two equations are proposed for calculating the average lapping bond stress and critical lap length.
Experimental study of grouted sleeve lapping connector under tensile load
The performance of the grouted sleeve lapping connector that is used to connect reinforcement bars in a precast concrete structure is studied. A total of 63 specimens, varying in bar diameter and lap length, were tested under tensile load. The failure modes, ultimate tensile strength values and load-displacement curves of the specimens are discussed in the study. Two equations are proposed for calculating the average lapping bond stress and critical lap length.
Experimental study of grouted sleeve lapping connector under tensile load
Yu Qiong (author) / Xu Zhiyuan (author)
2017
Article (Journal)
Electronic Resource
Unknown
Metadata by DOAJ is licensed under CC BY-SA 1.0
Experimental and Analytical Study of Grouted Sleeve Splice Under Axial Tensile Load
BASE | 2020
|Feasibility study of grouted splice connector under tensile load
Online Contents | 2014
|Feasibility study of grouted splice connector under tensile load
British Library Online Contents | 2014
|Feasibility study of grouted splice connector under tensile load
Elsevier | 2013
|