Title

Accuracy assessment of linear elasticity solution for interaction of cylindrical tank with subsoil

Journal title

Bulletin of the Polish Academy of Sciences Technical Sciences

Yearbook

2021

Volume

69

Issue

No. 1

Affiliation

Lewiński, Paweł Marek : Building Research Institute, ul. Filtrowa 1, 00-611 Warszawa, Poland

Authors

Lewiński, Paweł Marek

Keywords

RC tank ; cylindrical tank ; soil-structure interaction ; theory of elasticity ; Winkler model

Divisions of PAS

Nauki Techniczne

Coverage

e136039

Bibliography

1.  H. Borowicka, “Pressure distribution under elastic plates“, Ing. Arch., X. Band, 113–125 (1939) [in German].
2.  M.I. Gorbunov-Posadov, T.A. Malikova, and V.I. Solomin, Calculation of Structures on Elastic Foundation, Stroyizdat, Moskva, 1984 [in Russian].
3.  P.M. Lewiński and M. Rak, “Soil-structure interaction of cylindrical water tanks with linearly varying wall thickness”, PCM-CMM-2015: 3^rd Pol. Congr. Mech. & 21^st Comp. Meth. Mech., Gdańsk, Poland, 8‒11 September, 2015, vol. 2, pp. 921‒922.
4.  P.M. Lewiński and M. Rak, “Soil-structure interaction of cylindrical tank of variable wall thickness under the thermal gradient conditions”, IOP Conf. Ser.: Mater. Sci. Eng. 661, 012044 (2019)
5.  A.R. Kukreti, M.M. Zaman, and A. Issa, “Analysis of fluid storage tanks including foundation-superstructure interaction”, Appl. Math. Model. 17, 618‒631 (1993).
6.  A.R. Kukreti and Z.A. Siddiqi, “Analysis of fluid storage tanks including foundation-superstructure interaction using differential quadrature method”, Appl. Math. Model. 21, 193‒205 (1997).
7.  J.A. Hemsley (Ed.), Design Applications of Raft Foundations, Thomas Telford Publishing, London, 2000.
8.  J.A. Hemsley, Elastic Analysis of Raft Foundations, Thomas Telford Publishing, London, 1998.
9.  E.S. Melerski, Design Analysis of Beams, Circular Plates and Cylindrical Tanks on Elastic Foundations, Taylor & Francis Group, London, 2006.
10.  J.S. Horvath and R.J. Colasanti, “Practical subgrade model for improved soil-structure interaction analysis: Model development”, Int. J. Geomech. 11(1), 59‒64 (2011).
11.  N. el Mezaini, “Effects of soil-structure interaction on the analysis of cylindrical tanks”, Pract. Period. Struct. Des. Constr. 11(1), 50–57 (2006).
12.  Z. Mistríková and N. Jendželovský, “Static analysis of the cylindrical tank resting on various types of subsoil”, J. Civ. Eng. Manag. 18(5), 744–751 (2012).
13.  P. Lewiński, Analysis of Interaction of RC Cylindrical Tanks with Subsoil, Prace Naukowe ITB, Rozprawy, Wydawnictwa ITB, Warszawa, 2007 [in Polish].
14.  Z. Kączkowski, Plates. Static Calculations, Arkady, Warszawa, 2000 [in Polish].
15.  W. Flügge, Stresses in Shells, 2nd ed., Springer, Berlin, Heidelberg, 1973.
16.  Z.E. Mazurkiewicz and T. Lewiński (Ed.), Thin Elastic Shells, Oficyna Wydawnicza Politechniki Warszawskiej, Warszawa, 2004 [in Polish].
17.  E. Szewczak and A. Piekarczuk, “Performance evaluation of the construction products as a research challenge. Small error – big difference in assessment?”, Bull. Pol. Ac.: Tech. Sci. 64(4), 675–686 (2016).
18.  P.M. Lewiński and S. Dudziak, “Nonlinear interaction analysis of RC cylindrical tank with subsoil by adopting two kinds of constitutive models for ground and structure”, Amer. Inst. Phys., AIP Conf. Proc. 1922, 130007 (2018).

Date

26.01.2021

Type

Article

Identifier

DOI: 10.24425/bpasts.2021.136039

Source

Bulletin of the Polish Academy of Sciences: Technical Sciences; 2021; 69; No. 1; e136039