ANALYSING OF CONTINUOUS WELDED TURNOUTS

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ZAKERI J.A.; JIE F.J.

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Journal Paper

Paper Information

Journal: ESTEGHLAL Year:2005 | Volume:24 | Issue:1 Page(s): 381-390

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Information Journal Paper

Title

ANALYSING OF CONTINUOUS WELDED TURNOUTS

Author(s)

ZAKERI J.A. | JIE F.J. | Issue Writer Certificate

Keywords

CALCULATION THEORY OF TURNOUTSQ4

CONTINUOUS WELDED TURNOUTQ4

Abstract

Continuous welded turnouts are important for CWR track through the railway station. According to equivalent resistance and non-linear theories and the principle of force diagram, a new method of theoretical calculation for CONTINUOUS WELDED TURNOUTs was developed. The CONTINUOUS WELDED TURNOUTs designed and installed according to the new theory behaved fairly well. The data collected on sites basically agreed with those of theoretical calculation. It was proved that the calculation theory is correct and values of calculation parameters are reasonable.

Cites

IMPACTS OF WHEEL–RAIL AT RAILWAY TURNOUTS

References

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APA: Copy

ZAKERI, J.A., & JIE, F.J.. (2005). ANALYSING OF CONTINUOUS WELDED TURNOUTS. ESTEGHLAL, 24(1), 381-390. SID. https://sid.ir/paper/5977/en

Vancouver: Copy

ZAKERI J.A., JIE F.J.. ANALYSING OF CONTINUOUS WELDED TURNOUTS. ESTEGHLAL[Internet]. 2005;24(1):381-390. Available from: https://sid.ir/paper/5977/en

IEEE: Copy

J.A. ZAKERI, and F.J. JIE, “ANALYSING OF CONTINUOUS WELDED TURNOUTS,” ESTEGHLAL, vol. 24, no. 1, pp. 381–390, 2005, [Online]. Available: https://sid.ir/paper/5977/en

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