Blast tests and FEA calibration
This document mostly reports on the efforts to determine whether the steel and sandwich structures were affected by the combined blast and fragment loading to the same extent as was seen for the RC structures. Of especial importance was to determine whether the impacts, besides transmitting signific...
| Main Authors: | , , |
|---|---|
| Other Authors: | |
| Format: | Research Report |
| Language: | English |
| Published: |
Nanyang Technological University
2020
|
| Subjects: | |
| Online Access: | https://hdl.handle.net/10356/143813 |
| _version_ | 1824455093417672704 |
|---|---|
| author | Del Linz, Paolo Fung, Tat Ching Lee, Chi King |
| author2 | Fung Tat Ching |
| author_facet | Fung Tat Ching Del Linz, Paolo Fung, Tat Ching Lee, Chi King |
| author_sort | Del Linz, Paolo |
| collection | NTU |
| description | This document mostly reports on the efforts to determine whether the steel and sandwich structures were affected by the combined blast and fragment loading to the same extent as was seen for the RC structures. Of especial importance was to determine whether the impacts, besides transmitting significant momentum to the system, also affected its overall stiffness and capacity due to the localized damage. To achieve this, blast tests and quasi static tests were performed and modeled. |
| first_indexed | 2025-02-19T03:32:44Z |
| format | Research Report |
| id | ntu-10356/143813 |
| institution | Nanyang Technological University |
| language | English |
| last_indexed | 2025-02-19T03:32:44Z |
| publishDate | 2020 |
| publisher | Nanyang Technological University |
| record_format | dspace |
| spelling | ntu-10356/1438132020-10-15T01:28:33Z Blast tests and FEA calibration Del Linz, Paolo Fung, Tat Ching Lee, Chi King Fung Tat Ching School of Civil and Environmental Engineering DSTA Protective Technology Research Centre Lee, Chi King CTCFUNG@ntu.edu.sg Engineering::Civil engineering::Structures and design Engineering::Mechanical engineering::Mechanics and dynamics This document mostly reports on the efforts to determine whether the steel and sandwich structures were affected by the combined blast and fragment loading to the same extent as was seen for the RC structures. Of especial importance was to determine whether the impacts, besides transmitting significant momentum to the system, also affected its overall stiffness and capacity due to the localized damage. To achieve this, blast tests and quasi static tests were performed and modeled. 2020-09-25T01:13:00Z 2020-09-25T01:13:00Z 2018 Research Report https://hdl.handle.net/10356/143813 en Numerical studies to model combined blast and fragments loading on protective structures Numerical studies to model combined blast and fragments loading on protective structures/D6 application/pdf Nanyang Technological University |
| spellingShingle | Engineering::Civil engineering::Structures and design Engineering::Mechanical engineering::Mechanics and dynamics Del Linz, Paolo Fung, Tat Ching Lee, Chi King Blast tests and FEA calibration |
| title | Blast tests and FEA calibration |
| title_full | Blast tests and FEA calibration |
| title_fullStr | Blast tests and FEA calibration |
| title_full_unstemmed | Blast tests and FEA calibration |
| title_short | Blast tests and FEA calibration |
| title_sort | blast tests and fea calibration |
| topic | Engineering::Civil engineering::Structures and design Engineering::Mechanical engineering::Mechanics and dynamics |
| url | https://hdl.handle.net/10356/143813 |
| work_keys_str_mv | AT dellinzpaolo blasttestsandfeacalibration AT fungtatching blasttestsandfeacalibration AT leechiking blasttestsandfeacalibration |