抗弯强度
材料科学
玄武岩纤维
复合材料
聚乙烯醇
极限抗拉强度
纤维
抗压强度
聚丙烯
弯曲模量
作者
Dongqing He,Min Wu,Pengyu Jie
出处
期刊:IOP conference series
[IOP Publishing]
日期:2017-12-01
卷期号:100: 012111-012111
被引量:18
标识
DOI:10.1088/1755-1315/100/1/012111
摘要
Several common high elastic modulus fibers (steel fibers, basalt fibers, polyvinyl alcohol fibers) and low elastic modulus fibers (polypropylene fiber) are incorporated into the concrete, and its cube compressive strength, splitting tensile strength and flexural strength are studied. The test result and analysis demonstrate that single fiber and hybrid fiber will improve the integrity of the concrete at failure. The mechanical properties of hybrid steel fiber-polypropylene fiber reinforced concrete are excellent, and the cube compressive strength, splitting tensile strength and flexural strength respectively increase than plain concrete by 6.4%, 3.7%, 11.4%. Doped single basalt fiber or polypropylene fiber and basalt fibers hybrid has little effect on the mechanical properties of concrete. Polyvinyl alcohol fiber and polypropylene fiber hybrid exhibit 'negative confounding effect' on concrete, its splitting tensile and flexural strength respectively are reduced by 17.8% and 12.9% than the single-doped polyvinyl alcohol fiber concrete.
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