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玄武岩纤维活性粉末混凝土动态力学性能试验研究

齐子蛟 吕博洋 方雅楠 李海艳

辽宁工程技术大学学报(自然科学版)2024,Vol.43Issue(4):400-407,8.
辽宁工程技术大学学报(自然科学版)2024,Vol.43Issue(4):400-407,8.DOI:10.11956/j.issn.1008-0562.20230272

玄武岩纤维活性粉末混凝土动态力学性能试验研究

Experimental study on dynamic mechanical properties of basalt fiber reinforced reactive powder concrete

齐子蛟 1吕博洋 1方雅楠 1李海艳1

作者信息

  • 1. 石家庄铁道大学 工程力学系,河北 石家庄 050043
  • 折叠

摘要

Abstract

To investigate the dynamic mechanical properties of basalt fiber reinforced reactive powder concrete(BFRPC),specimens with fiber volume fractions of 0.1%,0.15%,0.20%,0.25%,and 0.30%were prepared using basalt fibers with lengths of 6 mm and 12 mm,respectively.BFRPC impact compression tests were conducted using a 50 mm diameter split Hopkinson pressure bar(SHPB)device to obtain the stress-strain curves of BFRPC.Meanwhile,the effects of basalt fiber volume fraction and impact strain rate on the dynamic compressive strength,critical strain,dynamic strength growth factor,dynamic elastic modulus,and toughness of BFRPC were studied.Based on the BFRPC dynamic stress-strain curves and the Z-W-T model,a dynamic damage constitutive model for BFRPC was established.The results show that the inclusion of basalt fibers can significantly improve the deformation resistance and energy absorption capacity of reactive powder concrete(RPC).Dynamic mechanical properties such as dynamic compressive strength of BFRPC increase approximately linearly with increasing average strain rate;the length of the fibers of 6 mm is better for the improvement of the impact resistance of the BFRPC,and the optimal mixing amount of basalt fibers is 0.2%;the stress-strain curve calculated by the dynamic damage model is consistent with the experimental results,which is suitable for the design of BFRPC impact resistance.The research conclusions provide a theoretical reference for the application of basalt fiber reactive powder concrete.

关键词

活性粉末混凝土/玄武岩纤维/动态力学性能/应变率/分离式霍普金森压杆试验

Key words

reactive powder concrete/basalt fiber/dynamic mechanical properties/strain rate/split Hopkinson pressure bar test

分类

建筑与水利

引用本文复制引用

齐子蛟,吕博洋,方雅楠,李海艳..玄武岩纤维活性粉末混凝土动态力学性能试验研究[J].辽宁工程技术大学学报(自然科学版),2024,43(4):400-407,8.

基金项目

河北省自然科学基金项目(E2021210071) (E2021210071)

石家庄市驻冀高校重点研发专项(241230151A) (241230151A)

国家自然科学基金项目(51508346) (51508346)

辽宁工程技术大学学报(自然科学版)

OA北大核心CSTPCD

1008-0562

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