Analysis of static forces generated in-track on a railway sleeper resting on an elastic foundation due to structural imperfections using the PONTOS system

Włodzimierz Andrzej Bednarek

doi:10.1051/matecconf/201926211001

All issues

Volume 262 (2019)

MATEC Web Conf., 262 (2019) 11001

References

Open Access

Issue		MATEC Web Conf. Volume 262, 2019 64 Scientific Conference of the Committee for Civil Engineering of the Polish Academy of Sciences and the Science Committee of the Polish Association of Civil Engineers (PZITB) (KRYNICA 2018)


Article Number		11001
Number of page(s)		6
Section		Railway Engineering
DOI		https://doi.org/10.1051/matecconf/201926211001
Published online		30 January 2019

Bednarek Wł.: Wpływ pionowych odkształceń nawierzchni i podtorza na pracę toru bezstykowego. Seria Rozprawy Nr 506, Wydawnictwo Politechniki Poznańskiej, Poznań 2013. [Google Scholar]
Bednarek Wł.: Determination of foundation coefficients for a 2-parameter model on the basis of railway sleeper deflection. International Conference of Continuous Media with Microstructure II (CMwM II), Łagów, 2015. [Google Scholar]
Chakraborty S, Sarka SK.: Analysis of a curved beam on uncertain elastic foundation. Finite Elem Anal Des 2000;36(1):73–82. [CrossRef] [Google Scholar]
Dudzik A, Obara P.: Analiza stateczności belki Timoshenki spoczywajacej na podłożu sprężystym. Architectura, 9 (1), 2010. [Google Scholar]
Eisenberger M, Yankelevsky DZ.: Exact stiffness matrix for beams on elastic foundation. Comput Struct 1985;21(6):1355–9. [CrossRef] [Google Scholar]
Eisenberger M, Bielak J.: Finite beams on infinite two-parameter elastic foundations. Comput Struct 1992;42(4):661–4. [CrossRef] [Google Scholar]
Kerr AD.: On the vertical modulus in the standard railway track analyses. Rail International 1987;11:37–45. [Google Scholar]
Mullapudi R, Ayoub A.: Nonlinear finite element modeling of beams on two-parameter foundations. Comput Geotech 2010;37:334–42. [CrossRef] [Google Scholar]
Pawłowski M.: Zależność wskaźnika zagęszczenia od wskaźnika odkształcenia kruszyw na podstawie próbnych obciążeń płytą statyczną. Rozprawa doktorska, Poznań, 2011. [Google Scholar]
Teodoru I-B, Muşat V.: Beam elements on linear variable two-parameter elastic foundation. Buletinul Institutului Politehnic Din Iaşi 2008;LIV(LVIII):69–78. [Google Scholar]
Teodoru I-B, Muşat V.: The modified Vlasov foundation model: An attractive approach for beams resting on elastic supports. EJGE 2010;15. [Google Scholar]
Vallabhan CVG, Das YC.: Parametric study of beams on elastic foundations. J Eng Mech 1988;114:2072–72. [CrossRef] [Google Scholar]
Vallabhan CVG, Das YC.: Modified Vlasov model for beams on elastic foundations. J Geotech Eng 1991;117:956–66. [CrossRef] [Google Scholar]
Vlasov VZ, Leont’ev NN.: Beams, plates, and shells on elastic foundation. Jerusalem: Israel Program for Scientific Translations; 1966. (translated from Russian) [Google Scholar]

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[1] Bednarek Wł.: Wpływ pionowych odkształceń nawierzchni i podtorza na pracę toru bezstykowego. Seria Rozprawy Nr 506, Wydawnictwo Politechniki Poznańskiej, Poznań 2013. [Google Scholar]

[2] Bednarek Wł.: Determination of foundation coefficients for a 2-parameter model on the basis of railway sleeper deflection. International Conference of Continuous Media with Microstructure II (CMwM II), Łagów, 2015. [Google Scholar]

[3] Chakraborty S, Sarka SK.: Analysis of a curved beam on uncertain elastic foundation. Finite Elem Anal Des 2000;36(1):73–82. [CrossRef] [Google Scholar]

[4] Dudzik A, Obara P.: Analiza stateczności belki Timoshenki spoczywajacej na podłożu sprężystym. Architectura, 9 (1), 2010. [Google Scholar]

[5] Eisenberger M, Yankelevsky DZ.: Exact stiffness matrix for beams on elastic foundation. Comput Struct 1985;21(6):1355–9. [CrossRef] [Google Scholar]

[6] Eisenberger M, Bielak J.: Finite beams on infinite two-parameter elastic foundations. Comput Struct 1992;42(4):661–4. [CrossRef] [Google Scholar]

[7] Kerr AD.: On the vertical modulus in the standard railway track analyses. Rail International 1987;11:37–45. [Google Scholar]

[8] Mullapudi R, Ayoub A.: Nonlinear finite element modeling of beams on two-parameter foundations. Comput Geotech 2010;37:334–42. [CrossRef] [Google Scholar]

[9] Pawłowski M.: Zależność wskaźnika zagęszczenia od wskaźnika odkształcenia kruszyw na podstawie próbnych obciążeń płytą statyczną. Rozprawa doktorska, Poznań, 2011. [Google Scholar]

[10] Teodoru I-B, Muşat V.: Beam elements on linear variable two-parameter elastic foundation. Buletinul Institutului Politehnic Din Iaşi 2008;LIV(LVIII):69–78. [Google Scholar]

[11] Teodoru I-B, Muşat V.: The modified Vlasov foundation model: An attractive approach for beams resting on elastic supports. EJGE 2010;15. [Google Scholar]

[12] Vallabhan CVG, Das YC.: Parametric study of beams on elastic foundations. J Eng Mech 1988;114:2072–72. [CrossRef] [Google Scholar]

[13] Vallabhan CVG, Das YC.: Modified Vlasov model for beams on elastic foundations. J Geotech Eng 1991;117:956–66. [CrossRef] [Google Scholar]

[14] Vlasov VZ, Leont’ev NN.: Beams, plates, and shells on elastic foundation. Jerusalem: Israel Program for Scientific Translations; 1966. (translated from Russian) [Google Scholar]