Experimental Analysis of Centrally Opened TwoWay Slabs Strengthened With Carbon Fiber Laminates
A. Elsayed, and N. Amer. International Journal of Innovative Science and Modern Engineering (IJISME), 3 (12):
7-15(November 2015)
Abstract
This study is an experimental investigation of the behavior of two-way simply supported RC flat slabs with centered circular, rectangular, and square openings. Four models were tested to failure, consisting of a reference model without opening, and three models with an opening and Carbon Fiber Reinforced Polymer (CFRP) laminates applied to the tension face of the models. The results revealed that externally bonded CFRP laminates significantly increased both the overall stiffness and flexural capacity of the models p r o v i d e d with an opening. CFRP anchoring method can further increase the performance of the strengthening scheme used. Experimental load-deflection curves and failure modes are discussed.
%0 Journal Article
%1 noauthororeditor
%A Elsayed, A. A.
%A Amer, N.
%D 2015
%E Kumar, Dr. Shiv
%J International Journal of Innovative Science and Modern Engineering (IJISME)
%K Carbon Fiber Laminates analysis centered concrete experimental of opening reinforced slab slabs strengthening two way with
%N 12
%P 7-15
%T Experimental Analysis of Centrally Opened TwoWay Slabs Strengthened With Carbon Fiber Laminates
%U https://www.ijisme.org/wp-content/uploads/papers/v3i12/L09461131215.pdf
%V 3
%X This study is an experimental investigation of the behavior of two-way simply supported RC flat slabs with centered circular, rectangular, and square openings. Four models were tested to failure, consisting of a reference model without opening, and three models with an opening and Carbon Fiber Reinforced Polymer (CFRP) laminates applied to the tension face of the models. The results revealed that externally bonded CFRP laminates significantly increased both the overall stiffness and flexural capacity of the models p r o v i d e d with an opening. CFRP anchoring method can further increase the performance of the strengthening scheme used. Experimental load-deflection curves and failure modes are discussed.
@article{noauthororeditor,
abstract = {This study is an experimental investigation of the behavior of two-way simply supported RC flat slabs with centered circular, rectangular, and square openings. Four models were tested to failure, consisting of a reference model without opening, and three models with an opening and Carbon Fiber Reinforced Polymer (CFRP) laminates applied to the tension face of the models. The results revealed that externally bonded CFRP laminates significantly increased both the overall stiffness and flexural capacity of the models p r o v i d e d with an opening. CFRP anchoring method can further increase the performance of the strengthening scheme used. Experimental load-deflection curves and failure modes are discussed.},
added-at = {2021-09-18T12:20:43.000+0200},
author = {Elsayed, A. A. and Amer, N.},
biburl = {https://www.bibsonomy.org/bibtex/2c429b8d9f4aaa9eab08a5b05b66f23a3/ijisme_beiesp},
editor = {Kumar, Dr. Shiv},
interhash = {30c82ea97a4eacc06842431e24f4e4cb},
intrahash = {c429b8d9f4aaa9eab08a5b05b66f23a3},
issn = {2319-6386},
journal = {International Journal of Innovative Science and Modern Engineering (IJISME)},
keywords = {Carbon Fiber Laminates analysis centered concrete experimental of opening reinforced slab slabs strengthening two way with},
language = {En},
month = {November},
number = 12,
pages = {7-15},
timestamp = {2021-09-18T12:20:43.000+0200},
title = {Experimental Analysis of Centrally Opened TwoWay Slabs Strengthened With Carbon Fiber Laminates},
url = {https://www.ijisme.org/wp-content/uploads/papers/v3i12/L09461131215.pdf},
volume = 3,
year = 2015
}