Computational Analysis Concept for Impact-loaded Reinforced Concrete Beams Based on Test Results.

被引：0

作者：

Emrich, Frieder ^{[1
]}

Herter, Juergen ^{[1
]}

Puffer, Gerhard ^{[1
]}

机构：

[1] Technische Univ Berlin, Berlin, West Ger, Technische Univ Berlin, Berlin, West Ger

来源：

Beton- und Stahlbetonbau | 1985年 / 80卷 / 03期

关键词：

CONCRETE CONSTRUCTION - Reinforced Concrete - CONCRETE REINFORCEMENTS - Bond;

D O I：

暂无

中图分类号：

学科分类号：

摘要：

A realistic design of reinforced concrete structures regarding impact loads requires knowledge of the corresponding failure mechanisms and of experimentally verified material data as well as efficient numerical methods to solve the initial-boundary value problem. Some phenomena gained from tests on reinforced concrete components such as steel and concrete and tests on the bond behavior under high strain rates are represented. Furthermore, a methodology in respect to the identification of material parameters from tests on reinforced concrete structures is developed.

引用

页码：60 / 66