Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/138236
Title: High-fidelity physics based models (HFPBM) for FRP-strengthened RC walls subject to near-field blast effects and fragment loading
Authors: Fung, Tat Ching
Tan, Kang Hai
Werner Riedel
Yu, Qingjun
Del Linz, Paolo
Li, Gen
Tu, Huan
Keywords: Engineering::Civil engineering::Structures and design
Engineering::Materials::Composite materials
Issue Date: 2017
Publisher: Nanyang Technological University
Project: Modelling of fibre-reinforced polymer (FRP) strengthened reinforced concrete walls subject to blast and fragment loadings 
Series/Report no.: Modelling of fibre-reinforced polymer (FRP) strengthened reinforced concrete walls subject to blast and fragment loadings/D3
Abstract: In this report D3, the aim is to develop a high-fidelity physics based models (HFPBM) by commercial hydro code LS-DYNA for FRP-strengthened RC walls subject to near-field blast effects and fragment loading. The models should be validated using the DSTA test results or other available test results. Based on the work from report D1, D2 and also some other previous projects by our group, in this report D3, the involved techniques of numerical simulation will be investigated one by one. Finally high-fidelity physics based models (HFPBM) will be developed.
URI: https://hdl.handle.net/10356/138236
DOI (Related Dataset): 10.21979/N9/USUJN9
Schools: School of Civil and Environmental Engineering 
Organisations: DSTA
Research Centres: Protective Technology Research Centre 
Fulltext Permission: restricted
Fulltext Availability: With Fulltext
Appears in Collections:CEE Research Reports (Staff & Graduate Students)

Files in This Item:
File Description SizeFormat 
FRP project Report D3 introduction to DR-NTUpi.pdf
  Restricted Access
207.18 kBAdobe PDFView/Open

Page view(s) 50

519
Updated on Sep 10, 2024

Download(s)

2
Updated on Sep 10, 2024

Google ScholarTM

Check

Items in DR-NTU are protected by copyright, with all rights reserved, unless otherwise indicated.