scholarly journals An Experimental Study on Load Carring Behavior and Prediction of Failure Mode for Flexural Strengthened RC Beams with FRP Sheet.

2002 ◽  
pp. 91-109
Author(s):  
Norimitsu KISHI ◽  
Hiroshi MIKAMI ◽  
Yusuke KURIHASHI
Keyword(s):  
Experimental Study ◽  
Failure Mode ◽  
Rc Beams ◽  
Frp Sheet

Experimental study of debond-controlling method for FRP sheet of flexural reinforced RC beams

2006 ◽  
Vol 92 (13) ◽  
pp. 40-46
Author(s):  
Norimitsu Kishi ◽  
Hiroshi Mikami ◽  
Yusuke Kurihashi ◽  
Sumiyuki Sawada
Keyword(s):  
Experimental Study ◽  
Rc Beams ◽  
Frp Sheet

scholarly journals Experimental study of flexural behaviour of RC beams strengthened by longitudinal and U-shaped basalt FRP sheet

2018 ◽  
Vol 134 ◽  
pp. 114-126 ◽  
Author(s):  
Wensu Chen ◽  
Thong M. Pham ◽  
Henry Sichembe ◽  
Li Chen ◽  
Hong Hao
Keyword(s):  
Experimental Study ◽  
Rc Beams ◽  
Flexural Behaviour ◽  
Frp Sheet

scholarly journals Experimental Study on Failure Mode of Concrete Beams Strengthened with FRP Sheet

2016 ◽  
Vol 67 ◽  
pp. 07024
Author(s):  
Juanxia Zhang ◽  
Zhonghui Chen ◽  
Xianzhang Guo ◽  
Wencheng Ma
Keyword(s):  
Experimental Study ◽  
Failure Mode ◽  
Concrete Beams ◽  
Frp Sheet

Experimental study on the flexural behavior of RC beams strengthened with prestressed BFRP laminates

2021 ◽  
Vol 233 ◽  
pp. 111801
Author(s):  
Changyuan Liu ◽  
Xin Wang ◽  
Jianzhe Shi ◽  
Lulu Liu ◽  
Zhishen Wu
Keyword(s):  
Experimental Study ◽  
Flexural Behavior ◽  
Rc Beams

Experimental Study about Bearing Capacity and Deformation on Concrete Composite Slabs with Additional Bars

2013 ◽  
Vol 482 ◽  
pp. 7-10
Author(s):  
Jian Hua Cui ◽  
Chuan Yang Weng ◽  
Yun Lin Liu
Keyword(s):  
Experimental Study ◽  
Bearing Capacity ◽  
Failure Mode ◽  
Static Loading ◽  
Flexural Behavior ◽  
Flexural Properties ◽  
Effective Height ◽  
Composite Slabs

Through the experiments of four concrete composite slabs under static loading to compare their flexural properties (deflection, bearing capacity, failure mode), this paper discusses the influence of composite slabs flexural behavior on different length of additional bars and sectional effective height. The results showed that they will improve the bearing capacity effectively by reasonably increasing the sectional effective height and controlling the length of additional bars.

scholarly journals Elasto-Plastic Impact Analysis on RC Beams with Statically Bending Failure Mode.

1999 ◽  
pp. 215-233 ◽  
Author(s):  
Norimitsu KISHI ◽  
Hiroshi MIKAMI ◽  
Ken-ichi G. MATSUOKA ◽  
Tomohiro ANDO
Keyword(s):  
Failure Mode ◽  
Impact Analysis ◽  
Rc Beams ◽  
Bending Failure

Experimental study of RC jacketed and CFRP strengthened RC beams

2015 ◽  
Vol 95 ◽  
pp. 476-485 ◽  
Author(s):  
Hamidreza Tahsiri ◽  
Omid Sedehi ◽  
Alireza Khaloo ◽  
Elias Molaei Raisi
Keyword(s):  
Experimental Study ◽  
Rc Beams
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