Fatigue assessment of steel riveted railway bridges: Full-scale tests and analytical approach

2021 ◽  
Vol 182 ◽  
pp. 106664
Author(s):  
Elisa Bertolesi ◽  
Manuel Buitrago ◽  
Jose M. Adam ◽  
Pedro A. Calderón
1998 ◽  
Vol 1624 (1) ◽  
pp. 140-147 ◽  
Author(s):  
E. Manos Maragakis ◽  
Bruce M. Douglas ◽  
Qingbin Chen ◽  
U. Sandirasegaram

Full-scale resonance and ultimate load tests of the Strawberry Park Underpass were conducted in March 1995. This bridge was typical of many railway bridges around the country—a two-span, 45.2-m (148-ft) long ballasted through plate girder railway bridge. It was located in Los Angeles and scheduled for removal in spring 1995. This fact allowed failure tests to be performed with the pushing loads applied at the bridge abutments. The main objectives of this experiment were to measure the dynamic properties of the bridge with and without the rails and to begin to identify the extent to which the unique railway bridge components, consisting of the rails, ties, ballast, and ballast pan, help strengthen it during a seismic event. It was found that the removal of the rails alone resulted in a slightly softer system and that the railway elements increased the ultimate capacity of the bridge significantly.


Author(s):  
Kazem Sadati ◽  
Hamid Zeraatgar ◽  
Aliasghar Moghaddas

Maneuverability of planing craft is a complicated hydrodynamic subject that needs more studies to comprehend its characteristics. Planing craft drivers follow a common practice for maneuver of the craft that is fundamentally different from ship’s standards. In situ full-scale tests are normally necessary to understand the maneuverability characteristics of planing craft. In this paper, a study has been conducted to illustrate maneuverability characteristics of planing craft by full-scale tests. Accelerating and turning maneuver tests are conducted on two cases at different forward speeds and rudder angles. In each test, dynamic trim, trajectory, speed, roll of the craft are recorded. The tests are performed in planing mode, semi-planing mode, and transition between planing mode to semi-planing mode to study the effects of the craft forward speed and consequently running attitude on the maneuverability. Analysis of the data reveals that the Steady Turning Diameter (STD) of the planing craft may be as large as 40 L, while it rarely goes beyond 5 L for ships. Results also show that a turning maneuver starting at planing mode might end in semi-planing mode. This transition can remarkably improve the performance characteristics of the planing craft’s maneuverability. Therefore, an alternative practice is proposed instead of the classic turning maneuver. In this practice, the craft traveling in the planing mode is transitioned to the semi-planing mode by forward speed reduction first, and then the turning maneuver is executed.


1984 ◽  
Vol 18 (4) ◽  
pp. 166-170
Author(s):  
A. L. Rakhmanova ◽  
I. O. Rybak

Author(s):  
Yu. I. Buryak ◽  
A. A. Skrynnikov

The article is devoted to the substantiation of the procedure for testing complex technical systems to assess the probability of performing the task, taking into account a priori data obtained from the results of modeling, field tests of components and prototypes, operation of analogues, etc. The conditions for the formation of a combined sample consisting of field experiments and experiments counted on the results of modeling are justified. Data uniformity is checked using the Student's criterion. The minimum volume of full-scale tests is determined by the requirement of equality of the amount of Fischer information about the estimated parameter obtained during full-scale tests and at the expense of a priori data A strategy for conducting field experiments is proposed, in which the required quality of evaluating the probability of completing the task is achieved with the minimum possible number of field experiments. At the first stage, a series of experiments with a volume equal to half of the required sample size is performed. At the second stage, the experiments are conducted sequentially with an assessment after each experiment of the requirements for the amount of information about the evaluated parameter and for the uniformity of data. Experiments are terminated when the specified requirements are met, and then a combined sample is formed, which is used to evaluate the probability of the system performing the task. A model example is considered. The estimation of the gain in the number of experiments performed at different probability values was carried out.


Sign in / Sign up

Export Citation Format

Share Document