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A Proposed Equation for the Evaluation of the Nominal Ultimate Bending Moment Capacity of Rectangular Singly Reinforced RPC Sections
معادلة مقترحة لاحتساب سعة العزم القصوى لمقطع مستطيل من خرسانة المساحيق الفعالة مفرد التسليح

Authors: Suaad Kh. Ibraheem --- Hisham M. Al Hassani
Journal: Engineering and Technology Journal مجلة الهندسة والتكنولوجيا ISSN: 16816900 24120758 Year: 2011 Volume: 29 Issue: 5 Pages: 925-934
Publisher: University of Technology الجامعة التكنولوجية


Based on compressive stress – compressive strain curves of Reactive PowderConcrete (RPC) which have been established recently in a Ph.D thesis(1), anequivalent bi-linear compressive stress block for RPC sections under purebending moment is proposed and used to derive an equation for calculating thenominal ultimate bending moment capacity (Mn) of rectangular singly reinforcedRPC sections. The accuracy of the derived equation of Mn is examined bycomparison with the results of existing experimental tests.

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