Stress-Strain Relations for Cracked Tensile Concrete from RC Beam Tests
Author:
Affiliation:
1. Assoc. Prof. of Civ. Engrg., Univ. of Vilnius, Vilnius, Lithuania.
2. Prof., Dept. of Civ. and Envir. Engrg., Univ. of Illinois at Urbana–Champaign, Urbana, IL 61801.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282001%29127%3A1%2864%29
Reference26 articles.
1. American Concrete Institute (ACI). ( 1990). “Prediction of creep shrinkage and temperature effects in concrete structures.” ACI manual of concrete practice Part I ACI Committee 209 Detroit.
2. Bazant Z. P. ( 1972). “Prediction of concrete creep effects using age-adjusted effective modulus method.” J. Am. Concrete Inst. 69(4) 212–217.
3. Bazant Z. P. and Oh B. ( 1984). “Deformation of progressively cracking reinforced cracking reinforced concrete beams.” ACI J. 81(3) 268–278.
4. Careira D. J. and Chu K.-H. ( 1986). “Stress-strain relationship of reinforced concrete in tension.” ACI J. 83(1) 21–28.
5. Clark L. A. and Cranston W. B. ( 1979). “The influence of bar spacing on tension stiffening in reinforced concrete slabs.” Proc. Int. Conf. on Concrete Slabs 118–128.
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