Calculation method for flexural capacity of high strain-hardening ultra-high performance concrete T-beams-Reference-Cited by-同舟云学术

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Calculation method for flexural capacity of high strain-hardening ultra-high performance concrete T-beams

Published:2018-10-10 Issue:1 Volume:20 Page:405-419
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Liu Chao¹,Zhang Yuxin¹,Yao Yuan¹^ORCID,Huang Yuhao¹

Affiliation:

1. College of Civil Engineering; Tongji University; Shanghai China

Publisher

Wiley

Subject

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

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/suco.201800151/fullpdf

Reference27 articles.

1. Tensile behavior of ultra high performance hybrid fiber reinforced concrete;Park;Cem Concr Compos,2012

2. Hajar Z Design and construction of the world first ultra-high performance concrete road bridges 2004

3. Experimental study on crack width control ability of ultra-high performance concrete;Wang;J Harbin Inst Technol,2017

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2. Ductility‐oriented design of UHPC T‐beams: Mechanical model and design recommendations;Structural Concrete;2024-08-14

3. Review of flexural behavior and design recommendations for ultra-high performance concrete members;Structures;2024-04

4. Crack Resistance of Pre-Stressed Steel-Reinforced Concrete Composite Simple Supported Beams;Buildings;2024-01-12

5. Modeling and calculation of shear capacity of prestressed high strength concrete beams with web reinforcement based on BIM;Ain Shams Engineering Journal;2024-01

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