Please use this identifier to cite or link to this item: http://scholarbank.nus.edu.sg/handle/10635/65366
Title: Cracking characteristics of reinforced steel fiber concrete beams under short- and long-term loadings
Authors: Tan, K.-H. 
Paramasivam, P. 
Tan, K.-C.
Keywords: Beams (support)
Crack spacing
Crack widths
Cracking characteristics
Long-term behavior
Reinforced concrete
Steel fiber concrete
Steel fibers
Sustained loading
Issue Date: Jul-1995
Source: Tan, K.-H.,Paramasivam, P.,Tan, K.-C. (1995-07). Cracking characteristics of reinforced steel fiber concrete beams under short- and long-term loadings. Advanced Cement Based Materials 2 (4) : 127-137. ScholarBank@NUS Repository.
Abstract: In this paper, an analytical method for the prediction of maximum crack width in reinforced steel fiber concrete (SFC) beams under short-term loading is first presented. The method accounts for the enhanced cracking strength, restraint against crack growth, and reduced tensile steel strains due to the presence of steel fibers. Based on a correlation analysis, a semiempirical formula for the long-term crack widths in reinforced SFC beams under sustained loads is also proposed. Tests were carried out on 10 beams to investigate the effect of steel fiber content on the cracking characteristics in both the short- and long-term. The results indicated that the use of steel fibers greatly reduced the maximum crack widths in reinforced concrete beams. Good agreement was generally obtained between the analytical predictions and test results. © 1995.
Source Title: Advanced Cement Based Materials
URI: http://scholarbank.nus.edu.sg/handle/10635/65366
ISSN: 10657355
Appears in Collections:Staff Publications

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