Paper Titles

Analysis for Pure Bending Performance of Circular Steel Tubular Columns Filled with Steel-Reinforced High-Strength Concrete
p.1031

Test Study on Seismic Performance of Cantilevered Vertical Irregular Model Frame Structure
p.1035

Chinese Norms and European Norms about the Beams without Stirrups Contrast Shear Capacity
p.1042

Class B Greenhouse Model with Double Layer for Nordic European Countries
p.1046

Comparison of Results of Analyses the Foundation Slab Calculated by Two FEM Programs
p.1052

Concrete Breakout Capacity of Cast-in-Place Anchor under Shear Loading
p.1057

Dynamic Response Analysis for the Frame Structure under Explosion Load
p.1061

Finite Cylindrical Cavity Expansion Model for Penetration of Steel-Tube-Confined Concrete Targets
p.1065

FSI Numerical Simulation for Wind-Induced Dynamic Response of Tension Membrane Structures
p.1069

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1065-1069Comparison of Results of Analyses the Foundation...

Comparison of Results of Analyses the Foundation Slab Calculated by Two FEM Programs

Article Preview

Abstract:

For decades attention has been paid to interaction of foundation structures and subsoil and development of interaction models. Currently there are several software that, can deal with the interaction of foundations and subsoil. The purpose of this paper is to compare resulting deformation of the slab, subsidence of the subsoil, bending moments and contact stress calculated by two different software based on FEM calculations. Calculated deformation of the slab is compared with deformation measured during experiment.

You might also be interested in these eBooks

Civil, Structural and Environmental Engineering III

Info:

Periodical:

Advanced Materials Research (Volumes 1065-1069)

Pages:

1052-1056

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1065-1069.1052

Citation:

Cite this paper

Online since:

December 2014

Authors:

Radim Čajka*, Jana Vaskova

Keywords:

Contact Stress, FEM Calculation, Foundation Structure, Interaction Models, Soil-Structure Interaction (SSI)

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

© 2015 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] R. Cajka, J. Labudkova: Influence of parameters of a 3D numerical model on deformation arising in interaction of a foundation structure and subsoil. In: Proceedings of 1st International Conference on High-Performance Concrete Structures and Materials (COSTMA '13). Budapest, Hungary, December 10-12, 2013, ISSN 2227-4359, ISBN 978-960-474-352-0.

[2] R. Cajka, J. Labudkova: Dependence of deformation of a plate on the subsoil in relation to the parameters of the 3D model. International Journal of Mechanics, Volume 8, Pages 208-215, ISSN: 1998-4448, (2014).

[3] 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 VŠB – Technical University of Ostrava, Civil Engineering Series, vol. 11, Issue 1, p.1–5, ISSN (Online) 1804-4824, ISSN (Print) 1213-1962, DOI: 10. 2478/v10160-011-0002-2, (2011).

DOI: 10.2478/v10160-011-0002-2

[4] R. Cajka, R. Fojtik: Development of Temperature and Stress during Foundation Slab Concreting of National Supercomputer Centre IT4, Procedia Engineering, vol. 65, pp.230-235 (6 p), ISSN 1877-7058, DOI: 10. 1016/j. proeng. 2013. 09. 035, (2013).

DOI: 10.1016/j.proeng.2013.09.035

[5] R. Cajka, K. Burkovic, V. Buchta: Foundation slab in interaction with subsoil. Advanced Materials Research, vol. 838-841, pp.375-380 (6 p), ISSN: 10226680 ISBN: 978-303785926-1, DOI: 10. 4028/www. scientific. net/AMR. 838-841. 375, (2014).

DOI: 10.4028/www.scientific.net/amr.838-841.375

[6] R. Cajka, K. Burkovic, V. Buchta, R. Fojtik: Experimental soil - Concrete plate interaction test and numerical models, Key Engineering Materials, vol. 577-578, pp.33-36 (4 p), ISSN: 10139826 ISBN: 978-303785830-1, (2014).

DOI: 10.4028/www.scientific.net/kem.577-578.33

[7] R. Cajka, P. Mateckova, M. Janulikova: Bitumen Sliding Joints for Friction Elimination in Footing Bottom. Applied Mechanics and Materials, vol. 188, pp.247-252 (6 p), ISSN: 1660-9336, ISBN: 978-303785452-5, (2012).

DOI: 10.4028/www.scientific.net/amm.188.247

[8] R. Cajka: Analytical derivation of friction parameters for FEM calculation of the state of stress in foundation structures on undermined territories. Acta Montanistica Slovaca, Volume 18, Issue 4, 2013, Pages 254-261, ISSN: 13351788.

[9] R. Cajka: Comparison of the calculated and experimentally measured values of settlement and stress state of concrete slab on subsoil. Applied Mechanics and Materials, vol. 501-504, pp.867-876 (10 p), ISSN: 16609336 ISBN: 978-303835005-7, DOI: 10. 4028/www. scientific. net/AMM. 501-504. 867, (2014).

DOI: 10.4028/www.scientific.net/amm.501-504.867

[10] R. Cajka, J. Labudkova: Fibre Concrete Foundation Slab Experiment and FEM Analysis. Key Engineering Materials, Vols. 627, (2015), pp.441-444, Trans Tech Publications, Switzerland, doi: 10. 4028/www. scientific. net/KEM. 627. 441.

DOI: 10.4028/www.scientific.net/kem.627.441

[11] K. Frydrysek, R. Janco, H. Gondek: Solutions of Beams, Frames and 3D Structures on Elastic Foundation Using FEM. International Journal of Mechanics, vol. 7, Issue 4, pp.362-369 (8 p), ISSN: 1998-4448, (2013).

[12] J. Halvonik, L. Fillo: The Maximum Punching Shear Resistance of Flat Slabs, Procedia Engineering, vol. 65, pp.376-381 (6 p), ISSN: 1877-7058, 2013. DOI: 10. 1016/j. proeng. 2013. 09. 058.

DOI: 10.1016/j.proeng.2013.09.058

[13] M. Janulikova: Comparison of the shear resistance in the sliding joint between asphalt belts and modern PVC foils. Applied Mechanics and Materials, Volume 501-504, Pages 945-948, 2014, ISSN: 16627482, ISBN: 978-303835005-7, DOI: 10. 4028/www. scientific. net/AMM. 501-504. 945.

DOI: 10.4028/www.scientific.net/amm.501-504.945

[14] J. Kralik, J., M. Simonovic: Elasto-plastic analysis of deformation soil body with 3D-finite and infinite elements. In: Strata Mechanics, Numerical Methods, Water Jet Cutting, Mechanical Rock Disintegration: Proceedings of the International Conference Geomechanics 93, Ostrava, Czech Republic, pp.229-232 (4 p), A.A. Balkema, ISBN: 905410354X, 9789054103547, (1994).

DOI: 10.1016/0148-9062(95)94704-3

[15] J. Labudkova: Comparison of soil - foundation interaction models with measured values, Master Thesis, (163 p), VŠB-Technical University of Ostrava, Czech Republic, 2013. (in Czech).

[16] P. Mynarcik: Technology and Trends of Concrete Industrial Floors, Procedia Engineering, Vol. 65, pp.107-112 (6 p), ISSN 1877-7058, (2013).

DOI: 10.1016/j.proeng.2013.09.019

[17] O. Sucharda, J. Kubosek: Numerical analysing the slabs by means of the finite difference method and the finite element method. International Journal of Mechanics, Volume 8, Issue 1, Pages 167-175, 2014, ISSN: 1998-4448.

[18] E. Kormanikova, K. Kotrasova: Finite element analysis of damage modeling of fiber reinforced laminate plate. Applied Mechanics and Materials, Volume 617, 2014, Pages 247-250, ISSN: 16609336, ISBN: 978-303835197-9, DOI: 10. 4028/www. scientific. net/AMM. 617. 247.

DOI: 10.4028/www.scientific.net/amm.617.247

[19] L. Hobst, O. Anton, J. Vodicka, J. Scucka: Homogeneity detection of fibre-concrete structures using radiographic technique. RILEM Bookseries, Volume 6, 2012, Pages 323-328, ISSN: 22110844, ISBN: 978-940070722-1, DOI: 10. 1007/978-94-007-0723-8_46.

DOI: 10.1007/978-94-007-0723-8_46

[20] (73 1000), ČSN EN 1997 – 1, Eurokód 7, Navrhování geotechnických konstrukcí – Část 1: Obecná pravidla, ČNI 10/(2006).