短切玄武岩纤维钢筋混凝土梁的抗弯性能

B. L. Olafsson, Gudbjartur Jon Einarsson, E. Thorhallsson
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摘要

本文讨论了在混凝土配合比中加入最佳比例的玄武岩纤维制成的纤维增强混凝土梁的抗弯强度。本研究采用两种标准C30/37: XC1混凝土,一种是骨料粒径极限19 mm,另一种是骨料粒径max。4毫米。使用的玄武岩纤维有两种不同的类型:Reforcetech minibar是一种硬质玄武岩纤维,其直径为0.72 mm,长度为50 mm;Basaltex BCS17-25.4-KV1长30mm,平截面0.017 × 4mm。该试验方法测量从纤维增强混凝土中提取的强度参数的抗弯效率。研究结果表明,玄武岩纤维的规模、数量和种类对混凝土的受力性能有一定的影响。所有类型的纤维都显示出良好的效果。
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Flexural Performance of Chopped Basalt Fiber Reinforced Concrete Beams
: This article discusses the flexural strength of fiber reinforced concrete beams made by adding an optimal percentage of basalt fibers to the concrete mix. Two types of standard C30/37: XC1 concrete were used in this study, one with the aggregate size limit 19 mm and the other with the aggregate size of max. 4 mm. The basalt fibers used are two different types: Reforcetech minibar is a stiff basalt fiber, and its diameter is 0.72 mm and length 50 mm; Basaltex BCS17-25.4-KV1 is 30 mm in length with a flat cross-section of 0.017 × 4 mm. The test method measures the flexural efficiency of the strength parameters extracted from fiber reinforced concrete. The conclusion of this study is that the scale, quantity and type of basalt fibers have an impact on how the concrete acts under load. All types of fiber show promising results.
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