Numerical nonlinear analysis of RC beams with un-strengthened and CFRP-strengthened opening drilled under service loads within shear zones
The current research deals with the Reinforced Concrete (RC) beams numerical modeling using the finite element analysis software ANSYS-standard and the proposed strengthening procedure if it is urgently required to drill rectangular or circular in shape openings within their shear zones under differ...
Main Authors: | Magdy Khalaf, Louay Aboul-Nour, Mahmoud Khater, Marwa Ibrahim |
---|---|
Format: | Article |
Language: | English |
Published: |
Gruppo Italiano Frattura
2023-01-01
|
Series: | Frattura ed Integrità Strutturale |
Subjects: | |
Online Access: | https://www.fracturae.com/index.php/fis/article/view/3857/3753 |
Similar Items
-
Experimental and Numerical Study of the Effects Of Creating Openings in Existing RC Beams and StrengtheningWith CFRP
by: Hayder Qais Majeed
Published: (2012-09-01) -
Shear Resistance Of Reinforced Concrete Deep Beams With Opening Strengthened By CFRP Strips
by: Ban Sahib Abduljalil
Published: (2014-01-01) -
Strengthening of RC bridge slabs using CFRP sheets
by: Fahmy A. Fathelbab, et al.
Published: (2014-12-01) -
Experimental Investigations of RC Deep Beams Strengthened in Shear
using NSM CFRP System
by: Habib Akbarzadeh Bengar, et al.
Published: (2018-11-01) -
Experimental study on shear strengthening of steel beams using CFRP strips
by: Kambiz Narmashiri, et al.
Published: (2020-10-01)