Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/60733
Title: Failure mode of arch structure subjected to internal blast load and comparison between two LS-DYNA concrete materials
Authors: Leong, Ju Hua
Keywords: DRNTU::Engineering::Civil engineering::Construction technology
Issue Date: 2014
Abstract: This project studied the initial responses when an arch structure is subjected to an internal explosion, using LS-DYNA software. The initial response of arch structure using Simplified CONWEP model, was used to compare with the initial response of Earth Covered Composite Arch (ECCA) using CONWEP model. Two loading densities, 2.5 kg/m3 and 10 kg/m3 of Trinitrotoluene (TNT) were introduced in this study. Comparison was done between two LS-DYNA concrete materials to provide some guidance for users with limited experience on concrete and LS-DYNA software. Elastic and Plastic deformation were also studied to understand the behaviors between them. The result of this study concluded that 2.5 kg/m3 of TNT are the maximum storage density.
URI: http://hdl.handle.net/10356/60733
Rights: Nanyang Technological University
Fulltext Permission: restricted
Fulltext Availability: With Fulltext
Appears in Collections:CEE Student Reports (FYP/IA/PA/PI)

Files in This Item:
File Description SizeFormat 
FYP.pdf
  Restricted Access
3.06 MBAdobe PDFView/Open

Google ScholarTM

Check

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