Wood fibre reinforced cement matrix: a micromechanical based approach

被引：0

作者：

Beltran, M. G. Sierra ^{[1
]}

Schlangen, E. ^{[1
]}

机构：

[1] Delft Univ Technol, Fac Civil Engn & Geosci, M&E, Microlab, NL-2600 GA Delft, Netherlands

来源：

ADVANCES IN FRACTURE AND DAMAGE MECHANICS VII | 2008年 / 385-387卷

关键词：

Wood fibre; cement matrix; micromechanics; microcracking; ductility;

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

In this paper a micromechanics-based design is proposed for the development of a material with enhanced ductility and flexural strength combined with low production cost. The composite performance is described by 11 micromechanical properties of the system consisting of cement matrix, fibres and fibre-matrix interface. Most of these properties are defined through laboratory tests. A strain-hardening behaviour with multiple microcracks prior to failure is is the goal for the composite with enhanced ductility. The amount and size of the fibres needed for bridging the microcracks as well as the composition of the cement matrix will be determined in order to achieve this behaviour.

引用

页码：445 / 448

页数：4

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