Towards reliability of load-bearing beams of bridges (Tomsk)-Reference-Cited by-同舟云学术

Towards reliability of load-bearing beams of bridges (Tomsk)

Published:2023-12-26 Issue:6 Volume:25 Page:183-195
ISSN:2310-0044
Container-title:Vestnik Tomskogo gosudarstvennogo arkhitekturno-stroitel'nogo universiteta. JOURNAL of Construction and Architecture
language:
Short-container-title:Vestnik Tomskogo gosudarstvennogo arhitekturno-stroitelnogo universiteta

Author:

Kartopoltsev V. М.¹,Kartopoltsev A. V.¹,Alekseev A. A.²

Affiliation:

1. OOO “DIAMOS”

2. Tomsk State University of Architecture and Building

Abstract

One of the criteria for assessing the reliability of load-bearing elements of bridges, are peak values of the temporary mobile load significantly exceeding the standard level of loading. Peak loads are interpreted as a continuous random process in the form of a random pulse sequence manifested after a random period of time and having a random duration.Purpose: The aim of the paper is to show changes in temporary mobile load over time in the form of a simple Poissonian flow, where the bridge load is independent, and repeatability and duration of the random load are independent random variables.Research findings: Three cases are considered to determine sufficiently low probability of destructive temporary mobile loads during the given normative service life of bridges. Based on the failure types, the average failure-free operation of the beam is determined as well as the operating time for a possible failure with a prolonged or specific excess load.

Publisher

Tomsk State University of Architecture and Building

Reference21 articles.

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