New Knowledge in the Field of Reduction of Shear Stress in the Foundation Structures of Concrete or Masonry Structures

Article Preview

Abstract:

This paper deals with application of sliding joint into foundation structures which can be very helpful in case that the foundation structure is exposed to effect of relative horizontal deformation. These deformations can be created direct in the structure from the effect of creep or shrinkage of concrete, from the effect of pre-stressing of foundation structure or they can arise in the subsoil as a consequence of undermining. Sliding joints are often created from asphalt belts which help to increase of friction forces in the foundation bottom. Due to fact that today ́s market gives a lot of new modern materials, the laboratory tests are carried out to verify their behavior at the Faculty of Civil Engineering VŠB Technical University of Ostrava (Czech Republic). The basic principle of these tests is to simulate real behavior sliding joint in foundation structure and great attention is also focused on thermal sensitivity of majority of used materials. Thermal sensitivity at the action of mechanical load relates closely with their rheological properties. Rheology is the science about deformation of substances in the dependence on time and it helps to describe difficult materials using simpler rheological materials models. A right created rheological model of asphalt belt could be used to prediction of behavior of sliding joint with regard to time of loading and ambient temperature. The knowledge of change of asphalt belt behavior consequently to temperature change could be used in the future to design of this type sliding joint where the temperature will be not only monitored but also managed in the dependence on necessity of increasing or decreasing of shear resistance. Partial results from laboratory tests as well as current conclusion will be presented in this paper.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

224-229

Citation:

Online since:

December 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2015 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] M. Janulikova, R. Cajka, P. Mateckova, V. Buchta, Laboratory Testing of Asphalt Belts Rheological Properties Exposed to Shear Loads, Transactions of the VŠB - Technical University of Ostrava, Civil Engineering Series, vol. XII, iss. 2, p.59–66 (8 p), ISSN (Online) 1804-4824, ISSN (Print) 1213-1962, DOI: 10. 2478/v10160-012-0018-2, January (2013).

DOI: 10.2478/v10160-012-0018-2

Google Scholar

[2] M. Janulikova, Behavior of Selected Materials to Create Sliding Joint in the Foundation Structure, Advanced Materials Research, vols. 838 – 841, p.454 – 457 (4 p), Trans Tech Publications, Switzerland, ISSN (Online) 1662-8985, ISSN (Print) 1022-6680, DOI: 10. 4028/www. scientific. net/AMR. 838-841. 454, (2014).

DOI: 10.4028/www.scientific.net/amr.838-841.454

Google Scholar

[3] M. Janulikova, M. Stara, Multi-layer Rheological Sliding Joint in the Foundation Structures, Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series, vol. XIII, iss. 2, p.41–46 (6 p), ISSN (Online) 1804-4824, ISSN (Print) 1213-1962, DOI: 10. 2478/tvsb-2013-0008, December (2013).

DOI: 10.2478/tvsb-2013-0008

Google Scholar

[4] M. Janulikova, Comparison of the Shear Resistance in the Sliding Joint Between Asphalt Belts and Modern PVC Foils, Applied Mechanics and Materials, vols. 501 – 504, pp.945-948 (4 p), Trans Tech Publications, Switzerland, ISSN (Online) 1662-7482, ISSN (Print) 1660-9336, DOI: 10. 4028/www. scientific. net/AMM. 501-504. 945, (2014).

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

Google Scholar

[5] M. Janulikova, M. Stara, Reducing the Shear Stress in the Footing Bottom of Concrete and Masonry Structures, Procedia Engineering, vol. 65, p.284 – 289 (4 p), ISSN 1877-7058, DOI: 10. 1016/j. proeng. 2013. 09. 044, (2013).

DOI: 10.1016/j.proeng.2013.09.044

Google Scholar

[6] 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

Google Scholar

[7] M. Krejsa, R. Cajka, The foundation slab monitoring of the National Supercomputing Center - IT4 Innovations, during construction. In: Proceedings of the 11th International Probabilistic Workshop 2013 (IPW11), Brno, Czech Republic, ISBN 978-80-214-4800-1, (2013).

Google Scholar

[8] R. Cajka, K. Burkovic, V. Buchta, Foundation Slab in Interaction with Subsoil, Advanced Materials Research, vols. 838-841, pp.375-380 (6 p), Trans Tech Publications, Switzerland, ISSN (Online) 1662-8985, ISSN (Print) 1022-6680, DOI: 10. 4028/www. scientific. net/AMR. 838-841. 375, (2014).

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

Google Scholar

[9] R. Cajka, K. Burkovic, V. Buchta, R. Fojtik, Experimental soil - Concrete plate interaction test and numerical models, Key Engineering Materials, vols. 577 - 578, pp.33-36 (4 p), Trans Tech Publications, Switzerland, ISSN (Online) 1662-9795, ISSN (Print) 1013-9826, DOI: 10. 4028/www. scientific. net/KEM. 577-578. 33, (2014).

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

Google Scholar

[10] V. Buchta, P. Mynarcik, Experimental testing of fiberconcrete foundation slab model, Applied Mechanics and Materials, vols. 501 – 504, pp.291-294 (4 p), Trans Tech Publications, Switzerland, ISSN (Online) 1662-7482, ISSN (Print) 1660-9336, DOI: 10. 4028/www. scientific. net/AMM. 501-504. 291, (2014).

DOI: 10.4028/www.scientific.net/amm.501-504.291

Google Scholar

[11] M. Stara, M. Janulikova, Laboratory measurements and numerical modeling of pre-stressed masonry, Procedia Engineering, vol. 65, pp.411-416 (6 p), ISSN 1877-7058, DOI: 10. 1016/j. proeng. 2013. 09. 064, (2013).

DOI: 10.1016/j.proeng.2013.09.064

Google Scholar

[12] P. Mynarcik, Technology and Trends of Concrete Industrial Floors, Procedia Engineering, vol. 65, pp.107-112 (6 p), ISSN 1877-7058, DOI: 10. 1016/j. proeng. 2013. 09. 019, (2013).

DOI: 10.1016/j.proeng.2013.09.019

Google Scholar

[13] R. Cajka, Accuracy of Stress Analysis Using Numerical Integration of Elastic Half-Space, Applied Mechanics and Materials, vols. 300-301, pp.1127-1135 (9 p), Trans Tech Publications, Switzerland, ISSN (Online) 1662-7482, ISSN (Print) 1660-9336, DOI: 10. 4028/www. scientific. net/AMM. 300-301. 1127, (2013).

DOI: 10.4028/www.scientific.net/amm.300-301.1127

Google Scholar

[14] J. Bradac et. al., Design constructed facilities in mining subsidence areas. Comment on the standard CSN 73 0039, 136 p, Prague standard publications, ISBN 80-85111-19-5, Prague, 1991. (in Czech).

Google Scholar

[15] P. Manasek, Foundation structures with sliding joint. Ostrava: 2008. PhD. thesis, VŠB-Technical University of Ostrava, Faculty of Civil Engineering, Department of Building Structures, 89 p, 2008. (in Czech).

DOI: 10.17512/znb.2017.1.22

Google Scholar

[16] CSN 73 0039. Design constructed facilities in mining subsidence areas. Basic requirements. CEN Brussels, (1989).

Google Scholar