ANALYSIS OF REINFORCED-CONCRETE STRENGTH UNDER IMPACT LOADING

被引：6

作者：

Belov, N. N. ^{[1
]}

Kabantsev, O. V. ^{[2
]}

Konyaev, A. A. ^{[3
]}

Kopanitsa, D. G. ^{[1
]}

Tolkachev, V. F. ^{[3
]}

Yugov, A. A. ^{[1
]}

Yugov, N. T. ^{[4
]}

机构：

[1] Tomsk State Univ Architecture & Bldg, Tomsk 634003, Russia

[2] Minist Def Russian Federat, Cent Design Inst 53, Moscow 125252, Russia

[3] Tomsk State Univ, Inst Appl Math & Mech, Tomsk 634050, Russia

[4] Tomsk State Univ Control Syst & Radioelect, Tomsk 634050, Russia

来源：

JOURNAL OF APPLIED MECHANICS AND TECHNICAL PHYSICS | 2006年 / 47卷 / 06期

基金：

俄罗斯基础研究基金会;

关键词：

impact; fracture; concrete; reinforced concrete; mathematical modeling;

D O I：

10.1007/s10808-006-0132-y

中图分类号：

O3 [力学];

学科分类号：

08 ; 0801 ;

摘要：

A mathematical model is proposed to describe deformation and fracture of reinforced concrete under impact loading within the framework of mechanics of continuous media. The problem of the impact of steel cylindrical projectiles on rectangular slabs made of reinforced concrete is solved. The results of mathematical modeling are in good agreement with experimental data.

引用

页码：911 / 917

页数：7

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