Failure mode of arch structure subjected to internal blast load and comparison between two LS-DYNA concrete materials
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 mod...
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| Format: | Final Year Project (FYP) |
| Language: | English |
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2014
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| Online Access: | http://hdl.handle.net/10356/60733 |
| _version_ | 1826126327617421312 |
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| author | Leong, Ju Hua |
| author2 | Fan Sau Cheong |
| author_facet | Fan Sau Cheong Leong, Ju Hua |
| author_sort | Leong, Ju Hua |
| collection | NTU |
| description | 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. |
| first_indexed | 2024-10-01T06:50:53Z |
| format | Final Year Project (FYP) |
| id | ntu-10356/60733 |
| institution | Nanyang Technological University |
| language | English |
| last_indexed | 2024-10-01T06:50:53Z |
| publishDate | 2014 |
| record_format | dspace |
| spelling | ntu-10356/607332023-03-03T17:17:37Z Failure mode of arch structure subjected to internal blast load and comparison between two LS-DYNA concrete materials Leong, Ju Hua Fan Sau Cheong School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Construction technology 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. Bachelor of Engineering (Civil) 2014-05-29T07:57:38Z 2014-05-29T07:57:38Z 2014 2014 Final Year Project (FYP) http://hdl.handle.net/10356/60733 en Nanyang Technological University 47 p. application/pdf |
| spellingShingle | DRNTU::Engineering::Civil engineering::Construction technology Leong, Ju Hua Failure mode of arch structure subjected to internal blast load and comparison between two LS-DYNA concrete materials |
| title | Failure mode of arch structure subjected to internal blast load and comparison between two LS-DYNA concrete materials |
| title_full | Failure mode of arch structure subjected to internal blast load and comparison between two LS-DYNA concrete materials |
| title_fullStr | Failure mode of arch structure subjected to internal blast load and comparison between two LS-DYNA concrete materials |
| title_full_unstemmed | Failure mode of arch structure subjected to internal blast load and comparison between two LS-DYNA concrete materials |
| title_short | Failure mode of arch structure subjected to internal blast load and comparison between two LS-DYNA concrete materials |
| title_sort | failure mode of arch structure subjected to internal blast load and comparison between two ls dyna concrete materials |
| topic | DRNTU::Engineering::Civil engineering::Construction technology |
| url | http://hdl.handle.net/10356/60733 |
| work_keys_str_mv | AT leongjuhua failuremodeofarchstructuresubjectedtointernalblastloadandcomparisonbetweentwolsdynaconcretematerials |