SHEAR RESISTANCE OF MRPC LIGHTWEIGHT CONCRETE BEAMS WITHOUT STIRRUPS

SHEAR RESISTANCE OF MRPC LIGHTWEIGHT CONCRETE BEAMS WITHOUT STIRRUPS

Shear behavior of (9) modified reactive powder lightweight concrete beams (MRPLWC) beams without web reinforcement under two point loading system, are studied. A number of variables are used to show their effects on the diagonal cracking load and ultimate shear load. Those variables are: volume fra...

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Bibliographic Details
Main Authors:	Wissam Kadhim AlSaraj, Layth Abedalbari AlJaberi, Hayam Yousuf Alhamdani
Format:	Article
Language:	Arabic
Published:	Mustansiriyah University/College of Engineering 2019-11-01
Series:	Journal of Engineering and Sustainable Development
Subjects:	shear capacity reactive powder concrete lightweight concrete rectangular beams diagonal cracking load ultimate shear load
Online Access:	http://www.jeasd.org/images/issue_5/1.pdf

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