Research Article
Jan 1973
Rectangular Prestressed Beams in Torsion and Bending
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 99, Issue 1
Abstract
An interaction criterion for prestressed concrete beams under torsion and bending is presented. Test results for 42 rectangular specimens include properties of beams, their ultimate strength, crack patterns, and torque-twist and bending-deflection curves. Substantial reduction in torsional stiffness due to torsional cracks was observed; however, the effect on bending stiffness is relatively small. Beams with stirrups and longitudinal steel have ample rotation capacity at failure. Having established three modes of failure by experimental observations for varying bending to torque ratios, a generalized skew bending theory is developed to evaluate cracking and ultimate torques. Although 150 tests by various investigators including the writers have been evaluated to check the validity of the theory, only 90 tests are given in this paper. A comparison of these values with the test results is found to be satisfactory. For prestressed beams supplemented with longitudinal steel of a minimum amount of about 1%, the nondimensional interaction curve can be conservatively taken as a square.
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Published In
Journal of the Structural Division
Volume 99 • Issue 1 • January 1973
Pages: 183 - 198
Copyright
© 1973 American Society of Civil Engineers.
History
Published in print: Jan 1973
Published online: Feb 1, 2021
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Hota V. S. GangaRao, AM.ASCE
Asst. Prof. of Civ. Engrg., West Virginia Univ., Morgantown, W. Va.
Paul Zia, M.ASCE
Prof. and Assoc. Head, Dept. of Civ. Engrg., North Carolina State Univ., Raleigh, N.C.
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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.