Reliability evaluation of flexural capacity design provision for UHPC beams reinforced with steel rebars/prestressing tendons-Reference-Cited by-同舟云学术

Reliability evaluation of flexural capacity design provision for UHPC beams reinforced with steel rebars/prestressing tendons

Published:2024-02 Issue: Volume:300 Page:117160
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Feng Jiahui,Shao Xudong,Qiu Minghong,Li Huihui,Gao Xiang,Huang Zhonglin

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference85 articles.

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4. Static behavior of grouped stud shear connectors in steel-precast UHPC composite structures containing thin full-depth slabs;Fang;Eng Struct,2022

5. Shear performance of high-strength friction-grip bolted shear connector in prefabricated steel–UHPC composite beams: Finite element modelling and parametric study;Fang;Case Stud Constr Mat,2023

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