Development of Brazilian highway live load model for unlimited fatigue life

Abstract This work studies the fatigue live load model used in Brazil for highway bridges. Using the unlimited fatigue life approach, the current live load model is evaluated in relation to the actual traffic and a new fatigue live load model is proposed. Weigh-in-motion (WIM) stations data on two i...

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Main Authors: Anselmo Leal Carneiro, Enson de Lima Portela, Túlio Nogueira Bittencourt
Format: Article
Language:English
Published: Instituto Brasileiro do Concreto (IBRACON) 2020-08-01
Series:Revista IBRACON de Estruturas e Materiais
Subjects:
Online Access:http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952020000400213&tlng=en
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author Anselmo Leal Carneiro
Enson de Lima Portela
Túlio Nogueira Bittencourt
author_facet Anselmo Leal Carneiro
Enson de Lima Portela
Túlio Nogueira Bittencourt
author_sort Anselmo Leal Carneiro
collection DOAJ
description Abstract This work studies the fatigue live load model used in Brazil for highway bridges. Using the unlimited fatigue life approach, the current live load model is evaluated in relation to the actual traffic and a new fatigue live load model is proposed. Weigh-in-motion (WIM) stations data on two important Brazilian highways are used. The main structural analysis performed in this paper consider the bridges as box girders or multiple girders. The ratio between real traffic and the live load model load effect (bias factor) are determined for single and continuous spans in terms of bending moment and shear force. It is found that the bias factor of the current live load can vary a lot and may not ensure unlimited fatigue life. The proposed model, on the other hand, presents more uniform bias factors and is in accordance with the unlimited fatigue life approach for the WIM data.
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spelling doaj.art-43ad91cfd6e64d65a5584153e48b157a2022-12-21T20:13:08ZengInstituto Brasileiro do Concreto (IBRACON)Revista IBRACON de Estruturas e Materiais1983-41952020-08-0113410.1590/s1983-41952020000400007Development of Brazilian highway live load model for unlimited fatigue lifeAnselmo Leal Carneirohttps://orcid.org/0000-0002-6196-1142Enson de Lima Portelahttps://orcid.org/0000-0002-1822-8244Túlio Nogueira Bittencourthttps://orcid.org/0000-0001-6523-2687Abstract This work studies the fatigue live load model used in Brazil for highway bridges. Using the unlimited fatigue life approach, the current live load model is evaluated in relation to the actual traffic and a new fatigue live load model is proposed. Weigh-in-motion (WIM) stations data on two important Brazilian highways are used. The main structural analysis performed in this paper consider the bridges as box girders or multiple girders. The ratio between real traffic and the live load model load effect (bias factor) are determined for single and continuous spans in terms of bending moment and shear force. It is found that the bias factor of the current live load can vary a lot and may not ensure unlimited fatigue life. The proposed model, on the other hand, presents more uniform bias factors and is in accordance with the unlimited fatigue life approach for the WIM data.http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952020000400213&tlng=enhighway bridgesfatiguelive loadweigh-in-motion
spellingShingle Anselmo Leal Carneiro
Enson de Lima Portela
Túlio Nogueira Bittencourt
Development of Brazilian highway live load model for unlimited fatigue life
Revista IBRACON de Estruturas e Materiais
highway bridges
fatigue
live load
weigh-in-motion
title Development of Brazilian highway live load model for unlimited fatigue life
title_full Development of Brazilian highway live load model for unlimited fatigue life
title_fullStr Development of Brazilian highway live load model for unlimited fatigue life
title_full_unstemmed Development of Brazilian highway live load model for unlimited fatigue life
title_short Development of Brazilian highway live load model for unlimited fatigue life
title_sort development of brazilian highway live load model for unlimited fatigue life
topic highway bridges
fatigue
live load
weigh-in-motion
url http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952020000400213&tlng=en
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AT ensondelimaportela developmentofbrazilianhighwayliveloadmodelforunlimitedfatiguelife
AT tulionogueirabittencourt developmentofbrazilianhighwayliveloadmodelforunlimitedfatiguelife