Affiliation:
1. VSB-Technical University of Ostrava
Abstract
In November 2013 an experiment was carried out using the testing equipment called stand. During the experiment was loaded steel-fiber reinforced concrete foundation slab model. The stand measures deformation and monitors interaction between stress and deformation. The purpose of this paper is comparison of values measured during the experiment and results of numerical calculations based on FEM. The stress strain analysis of elastic halfspace by means of Gauss numerical integration and Jacobean of transformation is presented here. The objective of this paper is also improving and developing the soil-structure interaction analysis based on the experimental results and FEM.
Publisher
Trans Tech Publications, Ltd.
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science
Reference11 articles.
1. V. Buchta, P. Mynarcik: Experimental testing of fiberconcrete foundation slab model. Applied Mechanics and Materials Vols. 501-504 (2014).
2. R. Cajka, V. Krivy, D. Sekanina: Design and Development of a Testing Device for Experimental Measurements of Foundation Slabs on the Subsoil. Transactions of the VSB - Technical University of Ostrava, Civil Engineering Series, Volume XI, Number 1/2011, VŠB - TU Ostrava, ISSN 1804-4824 (Online). doi: 10. 2478/v10160-011-0002-2, (2011).
3. R. Cajka, V. Buchta, K. Burkovic, R. Fojtik: Experimental Soil – Concrete Plate Interaction Test and Numerical Models. Key Engineering Materials, Vols. 577-578, (2014).
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5. R. Cajka, Analysis of Stress in Half-space using Jacobian of Transformation and Gauss Numerical Integration. Advanced Materials Research, Vol. 818 (2013).
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