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 |
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Pages (from-to) | 125-143 |
Number of pages | 19 |
Journal | Structures |
Volume | 42 |
Early online date | 11 Jun 2022 |
DOIs | |
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)