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...

Full description

Saved in:
Bibliographic Details
Main Authors: Fung, Tat Ching, Tan, Kang Hai, Werner Riedel, Yu, Qingjun, Del Linz, Paolo, Li, Gen, Tu, Huan
Other Authors: Fung Tat Ching
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