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Torsion of concrete beams using a post-twisting technique

โœ Scribed by Nisith K. Bairagi; Pramod T. Pise


Book ID
103969168
Publisher
Elsevier Science
Year
1995
Tongue
English
Weight
512 KB
Volume
9
Category
Article
ISSN
0950-0618

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โœฆ Synopsis


A new technique, called the post-twisting technique, is suggested for concrete beams resisting pure torsion by adopting centrally placed bars with a vane arrangement, analogous to the post-tensioning system adopted for longitudinal prestressing in flexure. The efficiency and effectiveness of the present technique have been verified through experiments and it is observed that the proposed technique is more efficient than the pre-twisting technique proposed earlier on similar lines to the pretensioning method, measured by the ratio of torsional load to percentage of steel consumed.


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Dynamic lateral torsional post-buckling
โœ O. Yogev; M.B. Rubin; I. Bucher ๐Ÿ“‚ Article ๐Ÿ“… 2007 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 530 KB

In this paper, the theory of a Cosserat point is used as a numerical model of a nonlinear elastic beam-mass system and simulations of dynamic lateral torsional buckling are compared with results of experiments. The Cosserat equations are solved using the Newmark time-integration scheme and an analyt