Lateral distribution factors in heavy vehicle bridge access decision-making

M. M. Melhem, C. C. Caprani, T. M. T. Lui, A. Ng

Research output: Chapter in Book/Report/Conference proceedingConference PaperOther

Abstract

Lateral distribution factors (LDFs) indicate the proportion of load effects carried by bridge elements across the width of the bridge deck. Such factors facilitate more informed assessments for heavy vehicle access on existing bridges. Alas, for heavy vehicles travelling on existing Australian bridges, the LDFs are relatively unknown. This study aims to determine such factors for four test vehicles on three concrete bridge families. Each family comprises five simply-supported single spans. Two design lane positions and two load effects, bending moment and shear, are considered. Altogether, 240 finite element (FE) analyses are conducted to obtain the LDFs. It is found that the LDFs vary with bridge deck stiffness, spans, test vehicle, and axle width. Additionally, published AASHTO formulae are found to be suitable for only some Australian vehicles and bridge decks. Ultimately, these distribution factors allow a quick means for analysing the effect of such heavy vehicles without having to perform time-consuming 3D FE analysis when assessing safe vehicle access to bridges.

Original languageEnglish
Title of host publicationACMSM25
Subtitle of host publicationProceedings of the 25th Australasian Conference on Mechanics of Structures and Materials
EditorsChien Ming Wang, Johnny C. M. Ho, Sritawat Kitipornchai
Place of PublicationSingapore
PublisherSpringer
Pages1017-1026
Number of pages10
ISBN (Electronic)9789811376030
ISBN (Print)9789811376023
DOIs
Publication statusPublished - 2020
EventAustralasian Conference on the Mechanics of Structures and Materials 2018 - Brisbane, Australia
Duration: 4 Dec 20187 Dec 2018
Conference number: 25th
https://acmsm25.com.au/

Publication series

NameLecture Notes in Civil Engineering
PublisherSpringer
Volume37
ISSN (Print)2366-2557
ISSN (Electronic)2366-2565

Conference

ConferenceAustralasian Conference on the Mechanics of Structures and Materials 2018
Abbreviated titleACMSM 2018
CountryAustralia
CityBrisbane
Period4/12/187/12/18
Internet address

Keywords

  • Analysis
  • Bridge
  • Bridge access
  • Bridge loads
  • Heavy vehicles
  • Load distribution factors

Cite this

Melhem, M. M., Caprani, C. C., Lui, T. M. T., & Ng, A. (2020). Lateral distribution factors in heavy vehicle bridge access decision-making. In C. M. Wang, J. C. M. Ho, & S. Kitipornchai (Eds.), ACMSM25: Proceedings of the 25th Australasian Conference on Mechanics of Structures and Materials (pp. 1017-1026). (Lecture Notes in Civil Engineering; Vol. 37). Singapore: Springer. https://doi.org/10.1007/978-981-13-7603-0_96
Melhem, M. M. ; Caprani, C. C. ; Lui, T. M. T. ; Ng, A. / Lateral distribution factors in heavy vehicle bridge access decision-making. ACMSM25: Proceedings of the 25th Australasian Conference on Mechanics of Structures and Materials. editor / Chien Ming Wang ; Johnny C. M. Ho ; Sritawat Kitipornchai. Singapore : Springer, 2020. pp. 1017-1026 (Lecture Notes in Civil Engineering).
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title = "Lateral distribution factors in heavy vehicle bridge access decision-making",
abstract = "Lateral distribution factors (LDFs) indicate the proportion of load effects carried by bridge elements across the width of the bridge deck. Such factors facilitate more informed assessments for heavy vehicle access on existing bridges. Alas, for heavy vehicles travelling on existing Australian bridges, the LDFs are relatively unknown. This study aims to determine such factors for four test vehicles on three concrete bridge families. Each family comprises five simply-supported single spans. Two design lane positions and two load effects, bending moment and shear, are considered. Altogether, 240 finite element (FE) analyses are conducted to obtain the LDFs. It is found that the LDFs vary with bridge deck stiffness, spans, test vehicle, and axle width. Additionally, published AASHTO formulae are found to be suitable for only some Australian vehicles and bridge decks. Ultimately, these distribution factors allow a quick means for analysing the effect of such heavy vehicles without having to perform time-consuming 3D FE analysis when assessing safe vehicle access to bridges.",
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Melhem, MM, Caprani, CC, Lui, TMT & Ng, A 2020, Lateral distribution factors in heavy vehicle bridge access decision-making. in CM Wang, JCM Ho & S Kitipornchai (eds), ACMSM25: Proceedings of the 25th Australasian Conference on Mechanics of Structures and Materials. Lecture Notes in Civil Engineering, vol. 37, Springer, Singapore, pp. 1017-1026, Australasian Conference on the Mechanics of Structures and Materials 2018, Brisbane, Australia, 4/12/18. https://doi.org/10.1007/978-981-13-7603-0_96

Lateral distribution factors in heavy vehicle bridge access decision-making. / Melhem, M. M.; Caprani, C. C.; Lui, T. M. T.; Ng, A.

ACMSM25: Proceedings of the 25th Australasian Conference on Mechanics of Structures and Materials. ed. / Chien Ming Wang; Johnny C. M. Ho; Sritawat Kitipornchai. Singapore : Springer, 2020. p. 1017-1026 (Lecture Notes in Civil Engineering; Vol. 37).

Research output: Chapter in Book/Report/Conference proceedingConference PaperOther

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AU - Caprani, C. C.

AU - Lui, T. M. T.

AU - Ng, A.

PY - 2020

Y1 - 2020

N2 - Lateral distribution factors (LDFs) indicate the proportion of load effects carried by bridge elements across the width of the bridge deck. Such factors facilitate more informed assessments for heavy vehicle access on existing bridges. Alas, for heavy vehicles travelling on existing Australian bridges, the LDFs are relatively unknown. This study aims to determine such factors for four test vehicles on three concrete bridge families. Each family comprises five simply-supported single spans. Two design lane positions and two load effects, bending moment and shear, are considered. Altogether, 240 finite element (FE) analyses are conducted to obtain the LDFs. It is found that the LDFs vary with bridge deck stiffness, spans, test vehicle, and axle width. Additionally, published AASHTO formulae are found to be suitable for only some Australian vehicles and bridge decks. Ultimately, these distribution factors allow a quick means for analysing the effect of such heavy vehicles without having to perform time-consuming 3D FE analysis when assessing safe vehicle access to bridges.

AB - Lateral distribution factors (LDFs) indicate the proportion of load effects carried by bridge elements across the width of the bridge deck. Such factors facilitate more informed assessments for heavy vehicle access on existing bridges. Alas, for heavy vehicles travelling on existing Australian bridges, the LDFs are relatively unknown. This study aims to determine such factors for four test vehicles on three concrete bridge families. Each family comprises five simply-supported single spans. Two design lane positions and two load effects, bending moment and shear, are considered. Altogether, 240 finite element (FE) analyses are conducted to obtain the LDFs. It is found that the LDFs vary with bridge deck stiffness, spans, test vehicle, and axle width. Additionally, published AASHTO formulae are found to be suitable for only some Australian vehicles and bridge decks. Ultimately, these distribution factors allow a quick means for analysing the effect of such heavy vehicles without having to perform time-consuming 3D FE analysis when assessing safe vehicle access to bridges.

KW - Analysis

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PB - Springer

CY - Singapore

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Melhem MM, Caprani CC, Lui TMT, Ng A. Lateral distribution factors in heavy vehicle bridge access decision-making. In Wang CM, Ho JCM, Kitipornchai S, editors, ACMSM25: Proceedings of the 25th Australasian Conference on Mechanics of Structures and Materials. Singapore: Springer. 2020. p. 1017-1026. (Lecture Notes in Civil Engineering). https://doi.org/10.1007/978-981-13-7603-0_96