Torsional strength of reinforced concrete beams

Authors
Citation
K. Rahal, Torsional strength of reinforced concrete beams, CAN J CIV E, 27(3), 2000, pp. 445-453
Citations number
20
Categorie Soggetti
Civil Engineering
Journal title
CANADIAN JOURNAL OF CIVIL ENGINEERING
ISSN journal
03151468 → ACNP
Volume
27
Issue
3
Year of publication
2000
Pages
445 - 453
Database
ISI
SICI code
0315-1468(200006)27:3<445:TSORCB>2.0.ZU;2-K
Abstract
A simple method for predicting the ultimate strength and mode of failure of reinforced concrete beams subjected to pure torsion is presented. This met hod is an extension of a recently developed method for predicting the stren gth of membrane elements subjected to pure shear that was also applied to b eams subjected to combined shearing forces, bending moments, and axial load s. The torsional strength is related to the amounts of transverse and longi tudinal reinforcement and to the concrete strength. To check the adequacy o f this simple method, the calculated strength and mode of failure are check ed against the experimental results of 66 beam tests available in the liter ature, and good agreement is found. The simplicity of the method is illustr ated by an example.