FEATURES OF DEFORMATION, DESTRUCTION AND CALCULATION OF DAMAGED BASALT CONCRETE BEAMS REINFORCED WITH CARBON FIBER CLOTH

I. Karpiuk
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Abstract

The article presents the results of tests of concrete beams with basalt-plastic reinforcement (BFRP). These beams in previous studies were brought to the limit (ULS) state, and then reinforced with carbon fiber webs (CFRP).
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碳纤维布加固玄武岩混凝土损伤梁的变形、破坏特征及计算
本文介绍了玄武岩-塑性加固混凝土梁的试验结果。在以往的研究中,这些梁被置于极限状态,然后用碳纤维腹板(CFRP)加固。
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