A proposed equation for the evaluation of the nominal ultimate bending moment capacity of rectangular singly reinforced RPC sections
Other Title(s)
معادلة مقترحة لاحتساب سعة العزم القصوى لمقطع مستطيل من خرسانة المساحيق الفعالة مفرد التسليح
Joint Authors
al-Husni, Hisham Muhammad
Ibrahim, Suad Khalil
Source
Engineering and Technology Journal
Issue
Vol. 29, Issue 5 (31 Dec. 2011), pp.925-934, 10 p.
Publisher
Publication Date
2011-12-31
Country of Publication
Iraq
No. of Pages
10
Main Subjects
Topics
Abstract AR
بالاعتماد على منحنيات إجهاد الضغط-انفعال الضغط لخرسانة المساحيق الفعالة، و المقدمة في أطروحة دكتوراه حديثة (1)، تم اقتراح شكل نموذجي لكتلة الضغط التي تحص في مقطع من هذه الخرسانة عند تعرضه العزوم انحناء صافي، و استخدمت كتلة الضغط النموذجية هذه لاشتقاق معادلة رياضية يتم بواسطتاها احتساب عزم الانحناء الأقصى الإسمي (MN) لمقاطع مستطيلة من هذه الخرسانة مفردة التسليح.
تم تدقيق صحة المعادلة (MN) المقترحة بمقارنتها مع نظيراتها المستحصلة من تجارب عملية.
Abstract EN
Based on compressive stress–compressive strain curves of Reactive Powder Concrete (RPC) which have been established recently in a Ph.
D thesis (1), an equivalent bi-linear compressive stress block for RPC sections under pure bending moment is proposed and used to derive an equation for calculating the nominal ultimate bending moment capacity (Mn) of rectangular singly reinforced RPC sections.
The accuracy of the derived equation of Mn is examined by comparison with the results of existing experimental tests.
American Psychological Association (APA)
al-Husni, Hisham Muhammad& Ibrahim, Suad Khalil. 2011. A proposed equation for the evaluation of the nominal ultimate bending moment capacity of rectangular singly reinforced RPC sections. Engineering and Technology Journal،Vol. 29, no. 5, pp.925-934.
https://search.emarefa.net/detail/BIM-289693
Modern Language Association (MLA)
al-Husni, Hisham Muhammad& Ibrahim, Suad Khalil. A proposed equation for the evaluation of the nominal ultimate bending moment capacity of rectangular singly reinforced RPC sections. Engineering and Technology Journal Vol. 29, no. 5 (2011), pp.925-934.
https://search.emarefa.net/detail/BIM-289693
American Medical Association (AMA)
al-Husni, Hisham Muhammad& Ibrahim, Suad Khalil. A proposed equation for the evaluation of the nominal ultimate bending moment capacity of rectangular singly reinforced RPC sections. Engineering and Technology Journal. 2011. Vol. 29, no. 5, pp.925-934.
https://search.emarefa.net/detail/BIM-289693
Data Type
Journal Articles
Language
English
Notes
Includes appendices : p. 932-934
Record ID
BIM-289693
