Numerical analyses of interaction of steel-fibre reinforced concrete slab model with subsoil

被引：3

作者：

Labudkova J. ^{[1
]}

Cajka R. ^{[1
]}

机构：

[1] VŠB-Technical University of Ostrava, Czech Republic

来源：

Frattura ed Integrita Strutturale | 2017年 / 11卷 / 39期

关键词：

FEM; Foundation structure; Steel-fibre reinforced concrete; Subsoil–structure interaction;

D O I：

10.3221/IGF-ESIS.39.06

中图分类号：

学科分类号：

摘要：

Numerical analyses of contact task were made with FEM. The test sample for the task was a steel-fibre reinforced concrete foundation slab model loaded during experimental loading test. Application of inhomogeneous half-space was used in FEM analyses. Results of FEM analyses were also confronted with the values measured during the experiment. © 2017 This is an open access article under the terms of the CC-BY 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.

引用

页码：47 / 55

页数：8

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