Helically reinforced HSC beams reinforced with high strength steel Online publication date: Wed, 23-Mar-2005
by Muhammad N.S. Hadi
International Journal of Materials and Product Technology (IJMPT), Vol. 23, No. 1/2, 2005
Abstract: This paper considers the strength gain and ductility of high strength reinforced concrete beams under the combined action of shear and bending stresses incorporating high strength tensile and helical reinforcement. The effect on ductility through the application of helical reinforcement located in the compressive region of the beam is highlighted. Beams of four metres span were subjected to flexural loading, with an emphasis placed on the mid span deflection. The results indicate that helical reinforcement is an effective way of increasing ductility in high strength reinforced concrete beams.
Existing subscribers:
Go to Inderscience Online Journals to access the Full Text of this article.
If you are not a subscriber and you just want to read the full contents of this article, buy online access here.Complimentary Subscribers, Editors or Members of the Editorial Board of the International Journal of Materials and Product Technology (IJMPT):
Login with your Inderscience username and password:
Want to subscribe?
A subscription gives you complete access to all articles in the current issue, as well as to all articles in the previous three years (where applicable). See our Orders page to subscribe.
If you still need assistance, please email subs@inderscience.com