Stress-Strain Relations for Cracked Tensile Concrete from RC Beam Tests-Reference-Cited by-同舟云学术

Stress-Strain Relations for Cracked Tensile Concrete from RC Beam Tests

Published:2001-01 Issue:1 Volume:127 Page:64-73
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Kaklauskas Gintaris¹²,Ghaboussi Jamshid¹²

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.

Cited by 103 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Analysis of the impact of new pit construction projects on the crack expansion of existing buildings;Engineering Failure Analysis;2024-08

2. A design methodology for fibre reinforced concrete elements in serviceability conditions integrating tension softening and stiffening effects;Engineering Structures;2024-07

3. The development of a prototype footbridge composed of biological self-healing and ultra-high-performance concretes;Advances in Structural Engineering;2024-02-28

4. Analysis of the Impact of New Pit Construction Projects on the Crack Expansion of Existing Buildings;2024

5. Experimental and numerical research on cyclic tensile performance of high-strength hydraulic concrete subjected to freeze–thaw damage;International Journal of Fatigue;2023-08