On the characterization of polymer concrete fracture surface

被引：19

作者：

Czarnecki, L

Garbacz, A

Kurach, J

机构：

[1] Warsaw Univ Technol, Inst Technol & Org Bldg Prod, PL-00637 Warsaw, Poland

[2] Inst Tech Budowlanej, PL-00950 Warsaw, Poland

来源：

CEMENT & CONCRETE COMPOSITES | 2001年 / 23卷 / 4-5期

关键词：

polymer concrete; surface and profile roughness ratio; fractal dimension; scale effect;

D O I：

10.1016/S0958-9465(01)00009-9

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Fracture surface geometry is often related to material toughness. This approach requires a quantitative description of the fracture surface. The aim of this work was to investigate scale effects on the geometrical features of the fracture surface of polymer concrete (cementless concrete) with different microstructures. Polymer concrete (PC) is a concrete-Eke composite, in which a resin binder substitutes the cement binder. The fracture surfaces were characterized at different magnifications by: fractal dimension, surface roughness ratio and profile roughness ratio. Relationships between parameters describing the geometry of PC fracture surface were analyzed. The main conclusion is that the geometry of the PC fracture surface depends on the scale of observation. (C) 2001 Elsevier Science Ltd. All rights reserved.

引用

页码：399 / 409

页数：11

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