High-Strength Concrete Structure Strengthened with CFRP: Experimental Study and Nonlinear FE Analysis
2011 ◽
Vol 255-260
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pp. 3087-3090
Keyword(s):
This paper deals with high-strength concrete structure with carbon fiber reinforced plastic (CFRP) strips bonded to the shear face. The first part deals with an experimental study. The fiber reinforced plastics strengthened concrete member test presents a failure mode with debonding of the external CFRP strips from the concrete member. The second part deals with a nonlinear FE analysis with LS-DYNA . Considering of the adhesive layer, explicit finite element is used for simulating the shear failure of CFRP-strengthened concrete, obtain the whole process of structure deformation development and describe the conformation and development of crack and the failure mode. The FE results are compared with the experimental results.
2017 ◽
Vol 24
(1)
◽
pp. 34-59
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2013 ◽
Vol 57
◽
pp. 565-577
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Keyword(s):
2018 ◽
Vol 157
◽
pp. 250-267
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2010 ◽
Vol 14
(5)
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pp. 553-561
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2017 ◽
Vol 33
(3)
◽
pp. 3-12
Keyword(s):
2011 ◽
Vol 374-377
◽
pp. 2363-2366
Keyword(s):
2016 ◽
Vol 851
◽
pp. 798-802
Keyword(s):
2011 ◽
Vol 306-307
◽
pp. 927-933