Research Article
Jan 1968
Creep of a Cracked Reinforced Beam
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 94, Issue 1
Abstract
Conventional cracked reinforced concrete beam theory is extended to include general linear viscoelastic behavior of the matrix (concrete) material in compression. An analytical formulation is developed which leads to a single governing equation on the position of the neutral axis. Although it has not been possible to obtain a general closed solution, some important properties of the solution of this nonlinear, Volterra-type integral equation are established. The relationship of this theory to a popular approximate procedure, known as the effective modulus method, is discussed. The nonlinear integral equation is resolved numerically, and results are shown for several cases of interest.
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Published In
Journal of the Structural Division
Volume 94 • Issue 1 • January 1968
Pages: 283 - 308
Copyright
© 1968 American Society of Civil Engineers.
History
Published in print: Jan 1968
Published online: Feb 1, 2021
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Authors
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Jerome L. Sackman, M.ASCE
Prof. of Civ. Engrg., Univ. of California, Berkeley, Calif.
Robert E. Nickell
Research Engr., Rohm and Haas Co., Huntsville, Ala.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.