Impact tests and pre blast tests predictions

In this context, it was decided to consider the performance of steel vertical structures, composed of several steel universal beam (UB) sections welded together, with additional protective steel plates on each face. Additionally, a steel-concrete sandwich panel type was also included. It was decided...

وصف كامل

محفوظ في:
التفاصيل البيبلوغرافية
المؤلفون الرئيسيون: Del Linz, Paolo, Fung, Tat Ching, Lee, Chi King
مؤلفون آخرون: Fung Tat Ching
التنسيق: Research Report
اللغة:English
منشور في: Nanyang Technological University 2020
الموضوعات:
الوصول للمادة أونلاين:https://hdl.handle.net/10356/143812
الوسوم: إضافة وسم
لا توجد وسوم, كن أول من يضع وسما على هذه التسجيلة!
id sg-ntu-dr.10356-143812
record_format dspace
spelling sg-ntu-dr.10356-1438122020-10-15T01:25:38Z Impact tests and pre blast tests predictions 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 In this context, it was decided to consider the performance of steel vertical structures, composed of several steel universal beam (UB) sections welded together, with additional protective steel plates on each face. Additionally, a steel-concrete sandwich panel type was also included. It was decided that they would be included in the study to assess their performance with realistic charges. To fully consider the behaviour of these structures and to inform modelling techniques to be used to facilitate their design, it was decided to conduct a series of experiments, including both impact and blast tests. These would then be used to validate detailed numerical models, with a special attention to developing blast tests prediction capabilities. 2020-09-25T01:03:11Z 2020-09-25T01:03:11Z 2017 Research Report https://hdl.handle.net/10356/143812 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/D5 application/pdf Nanyang Technological University
institution Nanyang Technological University
building NTU Library
country Singapore
collection DR-NTU
language English
topic Engineering::Civil engineering::Structures and design
Engineering::Mechanical engineering::Mechanics and dynamics
spellingShingle Engineering::Civil engineering::Structures and design
Engineering::Mechanical engineering::Mechanics and dynamics
Del Linz, Paolo
Fung, Tat Ching
Lee, Chi King
Impact tests and pre blast tests predictions
description In this context, it was decided to consider the performance of steel vertical structures, composed of several steel universal beam (UB) sections welded together, with additional protective steel plates on each face. Additionally, a steel-concrete sandwich panel type was also included. It was decided that they would be included in the study to assess their performance with realistic charges. To fully consider the behaviour of these structures and to inform modelling techniques to be used to facilitate their design, it was decided to conduct a series of experiments, including both impact and blast tests. These would then be used to validate detailed numerical models, with a special attention to developing blast tests prediction capabilities.
author2 Fung Tat Ching
author_facet Fung Tat Ching
Del Linz, Paolo
Fung, Tat Ching
Lee, Chi King
format Research Report
author Del Linz, Paolo
Fung, Tat Ching
Lee, Chi King
author_sort Del Linz, Paolo
title Impact tests and pre blast tests predictions
title_short Impact tests and pre blast tests predictions
title_full Impact tests and pre blast tests predictions
title_fullStr Impact tests and pre blast tests predictions
title_full_unstemmed Impact tests and pre blast tests predictions
title_sort impact tests and pre blast tests predictions
publisher Nanyang Technological University
publishDate 2020
url https://hdl.handle.net/10356/143812
_version_ 1681058247432208384