Determining the Stress Pattern in the HH Railroad Ties due to Dynamic Loads

Authors

  • Nándor Liegner

Abstract

This paper deals with the determination of the stress propagation in the HH10 type of steel railroad ties under dynamic loads. The HH10 type of steel ties were tested for fatigue at the University of Illinois at Urbana-Champaign. Simultaneously with the laboratory fatigue tests, I was modelling the stress distribution in the tie due to the dynamic loads with using finite-element software `ABAQUS´. After the introduction, the laboratory arrangement of the tie fatigue test will described in Chapter 2. Chapter 3 details the steps in building up the finite-element model of the `HH´ railroad ties. In Chapter 4, the stress pattern and numerical values for the stresses and displacements of the tie due to dynamic loads as results of the finite-element program will be presented. The most important results will be summarized in Chapter 5.

Keywords:

railroad ties, sleepers

Citation data from Crossref and Scopus

How to Cite

Liegner, N. “Determining the Stress Pattern in the HH Railroad Ties due to Dynamic Loads”, Periodica Polytechnica Civil Engineering, 46(1), pp. 125–148, 2002.

Issue

Section

Research Article