Numerical analyses of interaction of steel-fibre reinforced concrete slab model with subsoil
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...
Main Authors: | , |
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Format: | Article |
Language: | English |
Published: |
Gruppo Italiano Frattura
2017-01-01
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Series: | Frattura ed Integrità Strutturale |
Subjects: | |
Online Access: | http://www.gruppofrattura.it/pdf/rivista/numero39/numero_39_art_6.pdf |