首页|冲击速度及骨料率对混凝土动强度的影响研究

冲击速度及骨料率对混凝土动强度的影响研究

Study on influence of impact velocity and aggregate ratio on dynamic strength of concrete

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混凝土结构抗爆炸冲击能力研究具有很重要的军事防护意义.国内外学者已对混凝土动强度的提高机理进行了大量研究,但大多探讨单个因素对混凝土动强度的影响,缺乏对多因素耦合作用下混凝土动强度规律的研究,并且对混凝土抗压动强度和抗拉动强度间的关系研究也较少.通过霍普金森压杆试验仪的单轴压缩试验和巴西圆盘劈裂试验,测定了不同骨料率和冲击速度下混凝土的抗压动强度和抗拉动强度,再对试验结果进行研究分析,得到混凝土动强度的理论表达式,并将混凝土抗拉抗压动强度进行了对比分析.结果表明:混凝土抗压动强度与混凝土骨料率和冲击速度呈正相关,且随着混凝土骨料率的增大,冲击速度越小,混凝土抗压动强度增加幅度越大,受动载时,混凝土抗压动强度提高幅值大于抗拉动强度提高幅值.
The research on the explosive impact resistance of concrete structure is very important for military protection.Scholars at home and abroad have done a lot of research on the mechanism of improving the dynamic strength of concrete.However,most studies have explored the influence of a single factor on the dynamic strength of concrete,lacking research on the dynamic strength law of concrete under the coupling of multiple factors,and there is also limited research on the relationship between compressive dynamic strength and tensile strength of concrete.Through the uniaxial compression test and Brazilian disc splitting test of Hopkinson pressure bar tester,the compressive and tensile dynamic strength of concrete under different aggregate ratios and impact velocities are measured.Then the theoretical expression of concrete dynamic strength is obtained by studying and analyzing the test results,and the tensile and compressive dynamic strength of concrete is compared.It is found that the compressive dynamic strength of concrete is positively correlated with the aggregate ratio and impact velocity of concrete.With the increase of aggregate ratio,the smaller the impact velocity is,the greater the increase of compressive dynamic strength of concrete is.When subjected to dynamic load,the increase of the compressive dynamic strength of concrete is greater than that of the pull strength.

dynamic strength of concreteaggregate rateimpact velocityincrease rateHopkinson pressure bar test

党发宁、王宝生、李玉涛、任劼、方建银

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西安理工大学西北旱区生态水利国家重点实验室,陕西西安 710048

中国电建集团昆明勘测设计研究院有限公司,云南昆明 650051

混凝土动强度 骨料率 冲击速度 增加幅度 霍普金森压杆试验

国家自然科学基金国家自然科学基金

5197922551679199

2024

西安建筑科技大学学报(自然科学版)
西安建筑科技大学

西安建筑科技大学学报(自然科学版)

CSTPCD北大核心
影响因子:0.566
ISSN:1006-7930
年,卷(期):2024.56(1)
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