Numerical study on the influence of geometric parameters on mechanical properties of Tapered Head Grouted Sleeve joints-Reference-Cited by-同舟云学术

Numerical study on the influence of geometric parameters on mechanical properties of Tapered Head Grouted Sleeve joints

Published:2022-12 Issue: Volume:17 Page:e01671
ISSN:2214-5095
Container-title:Case Studies in Construction Materials
language:en
Short-container-title:Case Studies in Construction Materials

Author:

Chen Jinnan,Xu Chengshun,Liu Hongtao,Zhang Zihong,Du Xiuli

Funder

National Key Research and Development Program of China

Publisher

Elsevier BV

Subject

Materials Science (miscellaneous)

Reference37 articles.

1. Development and testing of precast concrete beam-to-column connections;Choi;Eng. Struct.,2013

2. Seismic performance comparison between precast beam joints and cast-in-place beam joints;Liu;Adv. Struct. Eng.,2017

3. Finite element modelling approach for precast reinforced concrete beam-to-column connections under cyclic loading;Feng;Eng. Struct.,2018

4. Nonlinear FE analysis of slab-beam-column connection in precast concrete structures;Kataoka;Eng. Struct.,2017

5. Shear performance of steel plug-in joints for the precast concrete sidewalls of subway entrance/exit structures;Zhangfeng;Case Stud. Constr. Mater.,2022

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