Mechanical Properties of Prestressed Concrete Members with Inclined Tendon Configuration Subjected to Uniaxial and Biaxial Loading-Reference-Cited by-同舟云学术

Mechanical Properties of Prestressed Concrete Members with Inclined Tendon Configuration Subjected to Uniaxial and Biaxial Loading

Published:2018-06-04 Issue:5 Volume:44 Page:4131-4140
ISSN:2193-567X
Container-title:Arabian Journal for Science and Engineering
language:en
Short-container-title:Arab J Sci Eng

Author:

Zhang Chaobi^ORCID,Chen Jianyun,Yu Baochu,Li Jing

Publisher

Springer Science and Business Media LLC

Subject

Multidisciplinary

Link

http://link.springer.com/content/pdf/10.1007/s13369-018-3318-8.pdf

Reference31 articles.

1. Williams, A.: Tests on large reinforced concrete elements subjected to direct tension. Technical Report 562, Cement and Concrete Association (1986)

2. Dawood, N.; Marzouk, H.: Design guidelines for the cracking control of thick high-strength concrete members. Pract. Period. Struct. Des. Constr. 18(2), 122–130 (2013)

3. Dawood, N.; Marzouk, H.: An analytical model for crack spacing of thick reinforced concrete plates. Eng. Struct. 32(2), 472–482 (2010)

4. Dawood, N.; Marzouk, H.: Cracking and tension stiffening of high-strength concrete panels. ACI Struct. J. 109(1), 21–30 (2012)

5. Dawood, N.; Marzouk, H.: Reinforced concrete panels subjected to uniaxial and biaxial tension. J. Adv. Concr. Technol. 8(1), 59–73 (2010)

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1. Correction to: Mechanical Properties of Prestressed Concrete Members with Inclined Tendon Configuration Subjected to Uniaxial and Biaxial Loading;Arabian Journal for Science and Engineering;2018-08-01