Shear resistance of mrpc lightweight concrete beams without stirrups
Other Title(s)
مقاومة القص للعتبات الخرساوية المصنوعة من خرسانة المساحيق الفعالة المعذلة الخفيفة الوزن المجردة من تسليح للقص
Joint Authors
al-Siraj, Wisam Kazim
al-Jabiri, Layth Abd al-Bari Abbud
al-Hamdan, Hiyam Yusuf
Source
Journal of Engineering and Sustainable Development
Issue
Vol. 23, Issue 5 (30 Sep. 2019), pp.1-11, 11 p.
Publisher
al-Mustansyriah University College of Engineering
Publication Date
2019-09-30
Country of Publication
Iraq
No. of Pages
11
Main Subjects
Engineering & Technology Sciences (Multidisciplinary)
Topics
Abstract EN
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 fraction of fiber (Vf), ratio of longitudinal reinforcement (ρ) and the ratio of the shear span to the effective depth (a/d).
The test results show that the shear strength increased by increasing the volume fraction and the ratio of longitudinal reinforcement, while a reduction in shear capacity is noticed by increasing the ratio of shear span to effective depth 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 fraction of fiber (Vf), ratio of longitudinal reinforcement (ρ) and the ratio of the shear span to the effective depth (a/d).
The test results show that the shear strength increased by increasing the volume fraction and the ratio of longitudinal reinforcement, while a reduction in shear capacity is noticed by increasing the ratio of shear span to effective depth (a/d).
American Psychological Association (APA)
al-Siraj, Wisam Kazim& al-Jabiri, Layth Abd al-Bari Abbud& al-Hamdan, Hiyam Yusuf. 2019. Shear resistance of mrpc lightweight concrete beams without stirrups. Journal of Engineering and Sustainable Development،Vol. 23, no. 5, pp.1-11.
https://search.emarefa.net/detail/BIM-1114424
Modern Language Association (MLA)
al-Siraj, Wisam Kazim…[et al.]. Shear resistance of mrpc lightweight concrete beams without stirrups. Journal of Engineering and Sustainable Development Vol. 23, no. 5 (Sep. 2019), pp.1-11.
https://search.emarefa.net/detail/BIM-1114424
American Medical Association (AMA)
al-Siraj, Wisam Kazim& al-Jabiri, Layth Abd al-Bari Abbud& al-Hamdan, Hiyam Yusuf. Shear resistance of mrpc lightweight concrete beams without stirrups. Journal of Engineering and Sustainable Development. 2019. Vol. 23, no. 5, pp.1-11.
https://search.emarefa.net/detail/BIM-1114424
Data Type
Journal Articles
Language
English
Notes
-
Record ID
BIM-1114424