Load-bearing behaviour and simulation of textile reinforced concrete

被引：225

作者：

Hegger, J. ^{[1
]}

Will, N. ^{[1
]}

Bruckermann, O. ^{[1
]}

Voss, S. ^{[1
]}

机构：

[1] Univ Aachen, Rhein Westfal TH Aachen, Inst Struct Concrete, D-5100 Aachen, Germany

来源：

MATERIALS AND STRUCTURES | 2006年 / 39卷 / 08期

关键词：

Crack Width; Bond Quality; Reinforcement Ratio; Fibre Reinforce Concrete; Concrete Matrix;

D O I：

10.1617/s11527-005-9039-y

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The new composite material Textile Reinforced Concrete (TRC) is a promising development which may open up entirely new fields for the application of the construction material concrete. The possible more filigree structures with high quality surfaces make TRC an attractive choice for the architect and give the engineer more freedom in design. However, the use of TRC requires design rules which are currently being developed at RWTH Aachen University, Germany. In this article, recent experimental results as well as modeling techniques are described.

引用

页码：765 / 776

页数：12