Development of engineering tools and design guidelines for FRP strengthened RC walls subject to near field blast loading
In report D4, the mass runs covered CFRP strengthened RC walls. In this report D5, as a supplement, some additional cases of CFRP strengthened RC walls by uncased charge have also been studied for ANN analysis. Moreover, additional cases of CFRP strengthened RC walls using the large cased charge, de...
Saved in:
Main Authors: | , , , , , , |
---|---|
Other Authors: | |
Format: | Research Report |
Language: | English |
Published: |
Nanyang Technological University
2020
|
Subjects: | |
Online Access: | https://hdl.handle.net/10356/138238 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | Nanyang Technological University |
Language: | English |
id |
sg-ntu-dr.10356-138238 |
---|---|
record_format |
dspace |
spelling |
sg-ntu-dr.10356-1382382021-11-09T03:14:31Z Development of engineering tools and design guidelines for FRP strengthened RC walls subject to near field blast loading Fung, Tat Ching Tan, Kang Hai Werner Riedel Yu, Qingjun Del Linz, Paolo Li, Gen Tu, Huan Fung Tat Ching School of Civil and Environmental Engineering DSTA Protective Technology Research Centre Tan, Kang Hai CTCFUNG@ntu.edu.sg Engineering::Civil engineering::Structures and design Engineering::Materials::Composite materials In report D4, the mass runs covered CFRP strengthened RC walls. In this report D5, as a supplement, some additional cases of CFRP strengthened RC walls by uncased charge have also been studied for ANN analysis. Moreover, additional cases of CFRP strengthened RC walls using the large cased charge, denote as “device B”, have been studied. Nevertheless, in report D5, mass runs are mainly devoted to GFRP strengthened RC walls subject to near-field blast effects and fragment loading. The tensile strength of GFRP has been re-tested and used in the mass run. Some cases of un-strengthened RC walls subject to near-field blast effects and fragment loading have also been studied, to establish a reference to literature limit curves which thus serves as additional validation. With a new GFRP test is available, the validation simulation has been carried out. The bigger size RC wall with CFRP\GFRP by Device B has been studied. Finally, the engineering tools have been developed and the guidelines have been provided. 2020-04-29T07:35:08Z 2020-04-29T07:35:08Z 2019 Research Report https://hdl.handle.net/10356/138238 en Modelling of fibre-reinforced polymer (FRP) strengthened reinforced concrete walls subject to blast and fragment loadings Modelling of fibre-reinforced polymer (FRP) strengthened reinforced concrete walls subject to blast and fragment loadings/D5 10.21979/N9/QASTXX application/pdf Nanyang Technological University |
institution |
Nanyang Technological University |
building |
NTU Library |
continent |
Asia |
country |
Singapore Singapore |
content_provider |
NTU Library |
collection |
DR-NTU |
language |
English |
topic |
Engineering::Civil engineering::Structures and design Engineering::Materials::Composite materials |
spellingShingle |
Engineering::Civil engineering::Structures and design Engineering::Materials::Composite materials Fung, Tat Ching Tan, Kang Hai Werner Riedel Yu, Qingjun Del Linz, Paolo Li, Gen Tu, Huan Development of engineering tools and design guidelines for FRP strengthened RC walls subject to near field blast loading |
description |
In report D4, the mass runs covered CFRP strengthened RC walls. In this report D5, as a supplement, some additional cases of CFRP strengthened RC walls by uncased charge have also been studied for ANN analysis. Moreover, additional cases of CFRP strengthened RC walls using the large cased charge, denote as “device B”, have been studied.
Nevertheless, in report D5, mass runs are mainly devoted to GFRP strengthened RC walls subject to near-field blast effects and fragment loading. The tensile strength of GFRP has been re-tested and used in the mass run.
Some cases of un-strengthened RC walls subject to near-field blast effects and fragment loading have also been studied, to establish a reference to literature limit curves which thus serves as additional validation.
With a new GFRP test is available, the validation simulation has been carried out. The bigger size RC wall with CFRP\GFRP by Device B has been studied.
Finally, the engineering tools have been developed and the guidelines have been provided. |
author2 |
Fung Tat Ching |
author_facet |
Fung Tat Ching Fung, Tat Ching Tan, Kang Hai Werner Riedel Yu, Qingjun Del Linz, Paolo Li, Gen Tu, Huan |
format |
Research Report |
author |
Fung, Tat Ching Tan, Kang Hai Werner Riedel Yu, Qingjun Del Linz, Paolo Li, Gen Tu, Huan |
author_sort |
Fung, Tat Ching |
title |
Development of engineering tools and design guidelines for FRP strengthened RC walls subject to near field blast loading |
title_short |
Development of engineering tools and design guidelines for FRP strengthened RC walls subject to near field blast loading |
title_full |
Development of engineering tools and design guidelines for FRP strengthened RC walls subject to near field blast loading |
title_fullStr |
Development of engineering tools and design guidelines for FRP strengthened RC walls subject to near field blast loading |
title_full_unstemmed |
Development of engineering tools and design guidelines for FRP strengthened RC walls subject to near field blast loading |
title_sort |
development of engineering tools and design guidelines for frp strengthened rc walls subject to near field blast loading |
publisher |
Nanyang Technological University |
publishDate |
2020 |
url |
https://hdl.handle.net/10356/138238 |
_version_ |
1718368094616813568 |