Modelling the behaviour of steel fibre reinforced precast beam-to-column connection

Modelling the behaviour of steel fibre reinforced precast beam-to-column connection

The numerical behaviour of steel fibre reinforced concrete (SFRC) corbels reinforced with different fibre volume ratio subjected to vertical incremental load is presented in this paper. Precast concrete structures had become popular in the construction field, which offer a faster, neater, safer, eas...

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Bibliographic Details
Main Authors: Chai, C. E., Sarbini, N. N., Ibrahim, I. S., Ma, C. K., Tajol Anuar, M. Z.
Format: Conference or Workshop Item
Language:English
Published: 2017
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://eprints.utm.my/id/eprint/97044/1/ChaiCE2017_ModellingtheBehaviourofSteelFibre.pdf
http://eprints.utm.my/id/eprint/97044/
http://dx.doi.org/10.1088/1757-899X/271/1/012101
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Institution: Universiti Teknologi Malaysia
Language: English

Internet

http://eprints.utm.my/id/eprint/97044/1/ChaiCE2017_ModellingtheBehaviourofSteelFibre.pdf
http://eprints.utm.my/id/eprint/97044/
http://dx.doi.org/10.1088/1757-899X/271/1/012101

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