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活性粉末混凝土冲击压缩性能实验研究
EXPERIMENTAL STUDY ON THE IMPACT COMPRESSIVE BEHAVIOR OF REACTIVE POWDER CONCRETE
【摘要】 通过对活性粉末混凝土材料进行Hopkinson压杆冲击压缩实验,得到不同钢纤维含量的活性粉末混凝土在不同应变率下的应力-应变全曲线,并给出了不同应变率下材料的动态压缩强度和动态增长因子,实验结果表明,活性粉末混凝土具有应变率敏感性,钢纤维的掺入部分提高了材料的冲击压缩性能。
【Abstract】 Impact compressive experiments on reactive powder concrete (RPC) were carried out using split Hopkinson pressure technique. With different steel-fiber contents and different dynamic increase factors (DIF), stress-strain curves, dynamic compressive strength at different strain-rates were obtained. Results show that RPC is strain-rate-dependent, and the introducing of steel-fiber improves the dynamic compressive strength of the RPC partly.
【关键词】 活性粉末混凝土;
Hopkinson压杆;
波形整形;
应变率;
动态力学性能;
动态增长因子;
【Key words】 reactive powder concrete; Hopkinson pressure bar; wave shaping; strain rate; dynamic mechanical properties; dynamic increase factors;
【Key words】 reactive powder concrete; Hopkinson pressure bar; wave shaping; strain rate; dynamic mechanical properties; dynamic increase factors;
【基金】 国家自然科学基金项目(50508005)
- 【文献出处】 工程力学 ,Engineering Mechanics , 编辑部邮箱 ,2008年11期
- 【分类号】TU528.572
- 【被引频次】26
- 【下载频次】480