Modeling of Concrete Cracking Induced by Steel Expansion-Reference-Cited by-同舟云学术

Modeling of Concrete Cracking Induced by Steel Expansion

Published:2001-06 Issue:3 Volume:13 Page:169-175
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Leung Christopher K. Y.¹²

Affiliation:

1. Member, ASCE

2. Assoc. Prof., Dept. of Civ. Engrg., Hong Kong Univ. of Sci. and Technol., Clear Water Bay, Kowloon, Hong Kong. E-mail: ckleung@ ust.hk

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%290899-1561%282001%2913%3A3%28169%29

Reference24 articles.

1. Andrade C. Alonso C. and Molina F. J. ( 1993). “Cover cracking as a function of rebar corrosion: Part I—Experimental test.” Mat. and Struct. Paris 26 453–464.

2. Effect of Curing and Composition on the Properties of the Outer Skin of Concrete

3. Browne R. D. ( 1980). “Mechanisms of corrosion of steel in concrete in relation to design inspection and repair of offshore and coastal structures.” Perf. of Concrete in Marine Envir. ACI Publ. SP-65 V. M. Malhotra ed. American Concrete Institute Detroit 169– 204.

4. Dela B. F. and Stang H. ( 2000). “Two-dimensional analysis of crack formation around aggregates in high-shrinkage cement paste.” Engrg. Fract. Mech. 65 149–164.

5. Dhir R. K. and Byars E. A. ( 1993). “PFA concrete: chloride diffusion rates.” Mag. Concrete Res. 45(1) 1–9.

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