A stochastic framework for the assessment of horizontally curved aluminium bridge decks on steel girders

Abdulhakim Adeoye Shittu; Samuel Abejide; Samuel Chukwuemeka Olisa; Ali Mehmanparast; Athanasios Kolios

doi:10.1016/j.istruc.2022.06.007

A stochastic framework for the assessment of horizontally curved aluminium bridge decks on steel girders

Abdulhakim Adeoye Shittu^*, Samuel Abejide, Samuel Chukwuemeka Olisa, Ali Mehmanparast, Athanasios Kolios

^*Corresponding author for this work

Naval Architecture, Ocean And Marine Engineering

Research output: Contribution to journal › Article › peer-review

3 Citations (Scopus)

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Abstract

A purpose-developed structural reliability assessment (SRA) framework for the evaluation of horizontally curved aluminium alloy bridge decks on steel I-girders of centre subtended angle, θ≤34.4 with precinct on the American association of state highway and transportation officials (AASHTO) load resistance factor design (LRFD) specification is presented. The finite element analysis (FEA) simulations were performed in the ABAQUS

Original language	English
Pages (from-to)	125-143
Number of pages	19
Journal	Structures
Volume	42
Early online date	11 Jun 2022
DOIs	https://doi.org/10.1016/j.istruc.2022.06.007
Publication status	Published - 31 Aug 2022

Funding

Authors Abdulhakim A. Shittu and Samuel Olisa would like to acknowledge the Petroleum Technology Development Fund (PTDF), Nigeria, for doctoral study scholarship, award number: PTDF/ED/PHD/SAA/1142/17 and PTDF/ED/OSS/PHD/SCO/1520/19 respectively.

Keywords

alumadeck
curved bridge decks
FEA
FORM
structural reliability assessment (SRA)

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10.1016/j.istruc.2022.06.007

Shittu-etal-Structures-2022-A-stochastic-framework-for-the-assessment-of-horizontally-curved-aluminium-bridge-decksAccepted author manuscript, 3.23 MBLicence: CC BY-NC-ND 4.0

Cite this

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abstract = "A purpose-developed structural reliability assessment (SRA) framework for the evaluation of horizontally curved aluminium alloy bridge decks on steel I-girders of centre subtended angle, θ≤34.4 with precinct on the American association of state highway and transportation officials (AASHTO) load resistance factor design (LRFD) specification is presented. The finite element analysis (FEA) simulations were performed in the ABAQUS",

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AU - Shittu, Abdulhakim Adeoye

AU - Abejide, Samuel

AU - Olisa, Samuel Chukwuemeka

AU - Mehmanparast, Ali

AU - Kolios, Athanasios

PY - 2022/8/31

Y1 - 2022/8/31

N2 - A purpose-developed structural reliability assessment (SRA) framework for the evaluation of horizontally curved aluminium alloy bridge decks on steel I-girders of centre subtended angle, θ≤34.4 with precinct on the American association of state highway and transportation officials (AASHTO) load resistance factor design (LRFD) specification is presented. The finite element analysis (FEA) simulations were performed in the ABAQUS

AB - A purpose-developed structural reliability assessment (SRA) framework for the evaluation of horizontally curved aluminium alloy bridge decks on steel I-girders of centre subtended angle, θ≤34.4 with precinct on the American association of state highway and transportation officials (AASHTO) load resistance factor design (LRFD) specification is presented. The finite element analysis (FEA) simulations were performed in the ABAQUS

KW - alumadeck

KW - curved bridge decks

KW - FEA

KW - FORM

KW - structural reliability assessment (SRA)

UR - https://dspace.lib.cranfield.ac.uk/handle/1826/18102

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DO - 10.1016/j.istruc.2022.06.007

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VL - 42

SP - 125

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JO - Structures

JF - Structures

ER -

A stochastic framework for the assessment of horizontally curved aluminium bridge decks on steel girders

Abstract

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Keywords

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