Research Article
Mar 1968
Longitudinally Restrained Reinforced Concrete Beams
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VIEW THE REPLYAuthors: German Gurfinkel and Chester P. SiessAuthor Affiliations
Publication: Journal of the Structural Division
Volume 94, Issue 3
Abstract
The behavior of beams restrained at the ends against longitudinal displacements has been studied analytically to provide basic knowledge of the parameters that influence the behavior of such beams and to provide insight into the behavior of a similarly restrained slab. A method of analysis was developed which provided a reliable solution to the behavior of the restrained beam. The information obtained from the computer solution on the geometry of deformation and the strains, stresses and forces for the restrained beam permitted a careful analysis of the influence of various parameters on behavior. The effects of stiffness and eccentricity of the end restraints, steel reinforcement and midspan camber were investigated in detail for a wide range in slenderness of the beam. The results of this analysis were used to develop a simple approximate method to determine the load carrying capacity of the restrained beam.
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Published In
Journal of the Structural Division
Volume 94 • Issue 3 • March 1968
Pages: 709 - 735
Copyright
© 1968 American Society of Civil Engineers.
History
Published in print: Mar 1968
Published online: Feb 1, 2021
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Authors
Affiliations
German Gurfinkel
Asst. Prof., Dept. of Civ. Engrg., Univ. of Illinois, Urbana, Ill.
Chester P. Siess
Prof., Dept. of Civ. Engrg., Univ. of Illinois, Urbana, Ill.
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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.