Experimental and Numerical Assessment of Restrained Shrinkage Cracking of Concrete Using Elliptical Ring Specimens-Reference-Cited by-同舟云学术

Experimental and Numerical Assessment of Restrained Shrinkage Cracking of Concrete Using Elliptical Ring Specimens

Published:2014-11 Issue:11 Volume:26 Page:04014087
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Zhou Xiangming¹,Dong Wei²,Oladiran Olayinka³

Affiliation:

1. Senior Lecturer, School of Engineering and Design, Brunel Univ., Uxbridge, Middlesex UB8 3PH, U.K. (corresponding author).

2. Research Fellow, School of Engineering and Design, Brunel Univ., Uxbridge, Middlesex UB8 3PH, U.K.; and Associate Professor, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian, China.

3. Ph.D. Student, School of Engineering and Design, Brunel Univ., Uxbridge, Middlesex UB8 3PH, U.K.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0001001

Reference27 articles.

1. AASHTO. (1999). “Standard practice for cracking tendency using a ring specimen.” PP34-99 Washington DC.

2. Effect of specimen size and shape on drying shrinkage of concrete;Almudaiheem J. A.;ACI Mater. J.,1987

3. Ansys 13.0 Multiphysics [Computer software]. Cecil Township PA Ansys.

4. ASTM. (2013). “Standard practice for preparation and conditioning of cast drilled or sawed specimens of hydraulic-cement mortar and concrete used for length change measurements.” C341/C341M-13 West Conshohocken PA.

5. ASTM. (2009). “Standard test method for determining age at cracking and induced tensile stress characteristics of mortar and concrete under restrained shrinkage.” C1581/C1581M-09a West Conshohocken PA.

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