A design method for two-layer beams cons
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I. Iskhakov; Y. Ribakov
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Article
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2007
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Elsevier Science
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Two-layer fibered concrete beams can be analyzed using conventional methods for composite elements. The compressed zone of such beam section is made of high strength concrete (HSC), and the tensile one of normal strength concrete (NSC). The problems related to such type of beams are revealed and stu