Shear performance and failure mechanism of socket CFST column-beam connection with UHPC grouting

Author:

Su Sibo,Zhang Guangda,Yu Jiexin,Han Qiang,Zhou Daxing,Du Xiuli

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference58 articles.

1. Experimental investigation of seismic behavior of UHPC-filled socket precast bridge column-foundation connection with shear keys;Zhang;Eng Struct,2020

2. Shear strength and cracking mechanism of precast bridge columns with grouted sleeve connections;Han;Eng Struct,2021

3. Experimental study on the seismic performance of improved grouted corrugated duct connection (GCDC) design for precast concrete bridge column;Wang;J Earthq Eng,2020

4. Seismic performance of high-strength centrifugally prefabricated RC hollow pipe columns using grouted bellows connection;Jia;Eng Struct,2023

5. Investigation and verification on seismic behavior of precast concrete frame piers used in real bridge structures: experimental and numerical study;Qu;Eng Struct,2018

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