THE COUPLING ELEMENT CALCULATION OF COMBINED WOODEN BAR FOR TURNOUTS

Author:

Patlasov O. M.ORCID,Tokariev S. O.ORCID

Publisher

Dnipropetrovsk National University of Railway Transport

Reference18 articles.

1. Gorskiy A.I., Ivanov-Emin Ye.B., Karenovskiy A.I. Opredeleniye dopuskayemykh napryazheniy pri raschete na prochnost [Definition of allowable stress when calculating the strength]. Moscow, NIImash Publ., 1974. 95 p.

2. Danilenko E.I., Rybkin V.V. Pravyla rozrakhunkiv zaliznychnoi kolii na mitsnist i stiikist: TsP–0117 [Rules of calculations of the railway track strength and stability: TsP–0117]. Kyiv, Transport Ukrainy Publ., 2005. 119 p.

3. Analiz raboty podshpalnogo osnovaniya pod deystviyem dinamicheskoy zagruzki;Danovich;Transport: Zbirnyk naukovykh prats DIITu,1999

4. DBN V.2.6–161:2010. Konstruktsii budynkiv i sporud. Dereviani konstruktsii. Osnovni polozhennia [State building standart V. 2.6-161:2010. Design of buildings and structures. A wooden structure. The main provisions]. Kyiv, 2011. 284 p.

5. Zolotarskiy A.F., Yevdokimov B.A., Isayev N.M. Zhelezobetonnye shpaly dlya relsovogo puti [Concrete sleepers for rail track]. Moscow, Transport Publ., 1980. 270 p.

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