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>About the influence of fiber on the deformation of compressed flanges at 3.6 h′ f, 4.8 h′ f, 8 h′ f overhangs of reinforced rubber concrete t-beams with reinforcement of 2.50%
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About the influence of fiber on the deformation of compressed flanges at 3.6 h′ f, 4.8 h′ f, 8 h′ f overhangs of reinforced rubber concrete t-beams with reinforcement of 2.50%
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机译：关于纤维在3.6 h ' f ，4.8 h ' f ，8 h ' f 钢筋混凝土T型梁的悬挑，加强筋2.50％
The aim of this study is to determine the effect of fiber reinforcement on deformations arising from the applied load in the compressed flanges of reinforced rubber concrete beams of a T-section.This article presents the results of testing prototypes of rubber concrete and fiber rubber concrete beams of a T-section, tested to a pure bending. The strain curves for compressed flanges (3.6 h ’_( f ), 4.8 h ’_( f ), 8 h ’_( f )overhangs) of reinforced rubber concrete beams of T-section are obtained.
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机译：这项研究的目的是确定纤维增强对T型截面的增强橡胶混凝土梁的压缩凸缘中施加的载荷引起的变形的影响。本文介绍了橡胶混凝土和纤维橡胶混凝土原型的测试结果。 T形截面的横梁，经过纯弯曲测试。获得了T形截面钢筋混凝土梁的压缩法兰（3.6 h _（f），4.8 h __（f），8 h __（f）悬垂的应变曲线。
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