Experimental and analytical investigation on flexural behaviors of cast-in-place concrete-filled flexible composite tube beams-Reference-Cited by-同舟云学术

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Experimental and analytical investigation on flexural behaviors of cast-in-place concrete-filled flexible composite tube beams

Published:2022-04 Issue: Volume:329 Page:127202
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Ran Jinlin,Li Tingchun,Shang Liming,Jiang Hua,Li Weiteng,Zhang Shilin

Funder

Shandong University of Science and Technology

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference45 articles.

1. Da Silva Filho, Flexural behavior of reinforced concrete beams strengthened with textile reinforced mortar;Giese;J. Build. Eng.,2021

2. Flexural behavior of plain concrete beams containing strain hardening cementitious composite layers with high-volume fly ash;Shang;Constr. Build. Mater.,2021

3. Flexural behavior of C-FRCM strengthened corroded RC continuous beams;Feng;Compos. Struct.,2020

4. Experimental investigation of the compression-bending property of the casting joints in a concrete filled steel tubular supporting arch for tunnel engineering;Li;Tunn. Undergr. Sp. Tech.,2020

5. Flexural behavior of circular concrete filled steel tubes (CFST) under sustained load and chloride corrosion;Hou;Thin Wall Struct.,2016

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Behavior and design of circular concrete columns strengthened with textile-reinforced mortar subjected to eccentric compression;Structures;2023-05

2. Experimental investigation on flexural and direct shear behaviors of specimens made of lightweight carbon textile‐reinforced cementitious composites;Structural Concrete;2023-03-30

3. Flexural Behavior Characteristics of Steel Tubes Filled with SFRCCs Incorporating Recycled Materials;Materials;2023-02-27

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