Experimental Investigation of Shear- Critical Reactive Powder Concrete Beams without Web Reinforcement
جرت عملیة استقصاء عملی على سلوک عتبات خرسانیة عالیة المقاومة مصنوعة من المساحیق الفعالة. خمسة عشرة عتبة تحوی حدید تسلیح طولی تم صبھا وخالیة من تسلیح القص. المتغیرات الرئیسیة التی تم دراستھا ھی محتوى الالیاف الفولاذیة, نسبة حدید التسلیح الطولی, نسبة فضاء القص الى العمق الفعال ومحتوى السلیکا الفعالة....
Main Authors: | Kaiss F. Sarsam, Ihsan A.S. Al-Shaarbaf, Maha M. S. Ridha |
---|---|
Format: | Article |
Language: | English |
Published: |
Unviversity of Technology- Iraq
2012-10-01
|
Series: | Engineering and Technology Journal |
Subjects: | |
Online Access: | https://etj.uotechnology.edu.iq/article_66069_26792db911992fae2ae79f8d8350706d.pdf |
Similar Items
-
Nonlinear Finite Element Analysis of RPC Beams Failing in Shear
by: Kaiss F. Sarsam, et al.
Published: (2011-08-01) -
A case study of T-beams with hybrid section shear characteristics of reactive powder concrete
by: Atea Rafid Saeed, et al.
Published: (2023-07-01) -
Shear Capacity and Mechanical Properties of Reactive Powder Concrete T-Beams
by: Hisham Mohamad Ali Al-Hassani, et al.
Published: (2014-07-01) -
Flexural Strength of Hybrid Beams Containing Reactive Powder Concrete and Conventional Concrete
by: Kaiss Fouad Sarsam, et al.
Published: (2014-09-01) -
Load-Deflection Behavior of Hybrid Beams Containing Reactive Powder Concrete and Conventional Concrete
by: Kaiss F. Sarsam, et al.
Published: (2014-05-01)