Research Article
Aug 1971
Warping Stresses in Slabs of Reissner Foundation
Publication: Transportation Engineering Journal of ASCE
Volume 97, Issue 3
Abstract
Warping stresses have been evaluated in circular and strip concrete slabs resting on the ground by idealizing the foundation medium by the Reissner foundation. Linear temperature variation which increases with depth of slab and which results in partial support of the slabs has been considered. The results for deflection and moment coefficients have been presented for various values of nondimensional length A, load coefficients Q, and ratios of relative stiffness to shear stiffness. The results indicate that the shape of the slab has influence on maximum stresses and deflections up to A = 6. Further, the stresses in slabs on the Reissner foundation are higher than the stresses in the same slabs when they are placed on the Winkler foundation.
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Published In
Transportation Engineering Journal of ASCE
Volume 97 • Issue 3 • August 1971
Pages: 511 - 526
Copyright
© 1971 American Society of Civil Engineers.
History
Published in print: Aug 1971
Published online: Feb 5, 2021
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Annapareddy Siva Reddy, AM.ASCE
Assoc. Prof., Dept. of Civ. and Hydr. Engrg., Indian Inst. of Science, Bangalore, India
Mysore R. Pranesh
Tech. Asst., Dept. of Civ. and Hydr. Engrg., Indian Inst. of Science, Bangalore, India
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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.