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