Flexural behavior of ECC reinforced RC beams under secondary load: Experimental, numerical simulation and theoretical analysis-Reference-Cited by-同舟云学术

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Flexural behavior of ECC reinforced RC beams under secondary load: Experimental, numerical simulation and theoretical analysis

Published:2024-07 Issue: Volume:20 Page:e03340
ISSN:2214-5095
Container-title:Case Studies in Construction Materials
language:en
Short-container-title:Case Studies in Construction Materials

Author:

Liu Long,Wan Songqiang,Yan Chunling,Zheng Xianchao,Zhao Jun,Dong Xiaoyu,Gong Yanfen,Liu Junwei,Li Jiacheng,Song Ziyi,Zhang Shiyao,Li Qingrui

Publisher

Elsevier BV

Reference57 articles.

1. Damage mechanism of pier concrete subjected to combined compressive stress, freeze-thaw, and salt attacks in saline soil;Xu;Constr. Build. Mater.,2022

2. Experimental investigation on UHPC-NSC composite beams;Nadir;Structures,2024

3. Cyclic behavior of simply supported RC spliced deck girder with UHPC cast in place joint: an experimental and numerical study;Moosa;J. Build. Pathol. Rehabil.,2023

4. Experimental study on RC beams strengthened in flexure with CFRP-Reinforced UHPC overlays;Kadhim;Eng. Struct.,2023

5. Research on Reinforced Concrete Beam Enlarged Cross Section Method Experiment and Finite Element Simulation;Li;Appl. Mech. Mater.,2014

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