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|Title:||Blast response of reinforced concrete pile using fully coupled computer simulation techniques||Authors:||Jayasinghe, Laddu Bhagya
Thambiratnam, D. P.
Jayasooriya, J. H. A. R.
|Issue Date:||2014||Source:||Jayasinghe, L. B., Thambiratnam, D. P., Perera, N., & Jayasooriya, J. H. A. R. (2014). Blast response of reinforced concrete pile using fully coupled computer simulation techniques. Computers and Structures, 135, 40-49.||Series/Report no.:||Computers and Structures||Abstract:||Pile foundations transfer loads from superstructures to stronger sub soil. Their strength and stability can hence affect structural safety. This paper treats the response of reinforced concrete pile in saturated sand to a buried explosion. Fully coupled computer simulation techniques are used together with five different material models. Influence of reinforcement on pile response is investigated and important safety parameters of horizontal deformations and tensile stresses in the pile are evaluated. Results indicate that adequate longitudinal reinforcement and proper detailing of transverse reinforcement can reduce pile damage. Present findings can serve as a benchmark reference for future analysis and design.||Description:||25 p.||URI:||https://hdl.handle.net/10356/81532
|ISSN:||0045-7949||DOI:||10.1016/j.compstruc.2014.01.017||Schools:||School of Civil and Environmental Engineering||Rights:||© 2014 Elsevier. This is the author created version of a work that has been peer reviewed and accepted for publication by Computers and Structures, Elsevier. It incorporates referee’s comments but changes resulting from the publishing process, such as copyediting, structural formatting, may not be reflected in this document. The published version is available at: [http://doi.org/10.1016/j.compstruc.2014.01.017].||Fulltext Permission:||open||Fulltext Availability:||With Fulltext|
|Appears in Collections:||CEE Journal Articles|
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