A Proposed Equation for the Evaluation of the Nominal Ultimate Bending Moment Capacity of Rectangular Singly Reinforced RPC Sections

Autor:	Suaad Kh. Ibraheem, Hisham M. Al Hassani
Jazyk:	angličtina
Rok vydání:	2011
Předmět:	reactive powder concrete compressive stress block bending moment capacity Science Technology
Zdroj:	Engineering and Technology Journal, Vol 29, Iss 5, Pp 925-934 (2011)
Druh dokumentu:	article
ISSN:	1681-6900 2412-0758
DOI:	10.30684
Popis:	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.
Databáze:	Directory of Open Access Journals
Externí odkaz:	https://doaj.org/article/4c7ad008b04e49718c67cdb504603535 Zobrazit plný text záznamu View record in DOAJ