Post-cracking punching shear behavior of concrete flat slabs partially reinforced with full-depth UHPC: Experiment and mechanical model-Reference-Cited by-同舟云学术

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Post-cracking punching shear behavior of concrete flat slabs partially reinforced with full-depth UHPC: Experiment and mechanical model

Published:2023-01 Issue: Volume:275 Page:115313
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Zhou Kai,Qi Jianan,Wang Jingquan

Funder

Fundamental Research Funds for the Central Universities

National Natural Science Foundation of China

Natural Science Foundation of Jiangsu Province

Southeast University

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference22 articles.

1. Fédération International du Béton (fib). fib Model Code for Concrete Structures 2010. Vol. 1–2. Lausanne, Switzerland: Ernst & Sohn - Fédération International du Béton, Bulletin 65; 2012.

2. Punching shear and flexural strengths of ultra high performance concrete slabs;Joh;WIT Trans Built Environ,2008

3. Characterization of punching shear capacity of thin ultra-high performance concrete slabs;Harris;Dr Diss,2008

4. Punching shear enhancement of flat slabs with partial use of ultrahigh-performance concrete;Zohrevand;J Mater Civ Eng,2015

5. Building code requirements for structural concrete (ACI 318-08) and commentary;Committee,2008

Cited by 1 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. Punching shear performance of star-shaped steel plates reinforced RC slab-column connections;Case Studies in Construction Materials;2023-12

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