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Questions related from Abdelrahman Mabrouk
I`m conducting a parametric study using FE abaqus on RC beam shear strengthened with externally side-bonded CFRP. The optimum length which i get is 0.36L, where L is the beam length. Is this...
06 June 2016 3,010 2 View
I made finite element model of RC beam shear strengthened with externally bonded FRP. The FE curve agrees with that of experimental as shown in attached photo but the de-bonding of FRP from...
05 May 2016 6,371 6 View
I`m using ABAQUS in my FE model which is shear strengthening of RC beams with externally bonded FRP. I`m using tangential surface to surface interaction where the inputs are the shear stress...
04 April 2016 8,765 12 View
My model is done by ABAQUS which is shear strengthening of RC beams with externally bonded FRP. I`m using tangential surface to surface interaction where the inputs are the shear stress limit...
04 April 2016 3,865 4 View
My model is done using ABAQUS i`m modelling 3D RC beams shear strengthened with FRP. The figure attached shows a comparison between FE and experimental results which is the black dotted...
04 April 2016 6,198 3 View
I am modeling the bond between FRP and concrete using cohesive interface element. I am using ABAQUS software. I don`t know what this error means ??
03 March 2016 960 0 View
I`m made a 3D model of RC beam externally bonded with FRP sheets The problem is in contact between FRP and concrete I`m using surface interaction. i tried a lot of models such as cohesive model...
03 March 2016 9,169 0 View
when i decreased the mesh size in modeling of RC beam in abaqus the beam became stiffer in the elastic zone i don`t know why ??
02 February 2016 2,394 8 View
My model is 3D reinforced concrete beam in ABAQUS software. I knew one reason which may be the development length of longitudinal steel. but i want to know if there are any other reasons because...
02 February 2016 6,213 5 View
i make model in unsaturated expansive soil with coupled pore fluid and stress analysis. in manual the part is created by orphan mesh feature how can i do this and why?
02 February 2016 4,442 7 View
What are the exact boundary conditions that will be used in abaqus for modelling a quarter beam ?? i make many trials for the colored edges in the picture but i didn`t get the right BC. so What...
11 November 2015 8,039 6 View
The load deflection curve is matching the experimental results and in experimental flexural failure happened this model is for quarter of 4 point loaded beam the supports are on the right
11 November 2015 4,114 3 View
The message from the software is : THE INDEPENDENT VARIABLES MUST BE ARRANGED IN ASCENDING ORDER. THIS ERROR MAY HAVE BEEN CAUSED BY A POSSIBLE EMPTY LINE ON THE DATACARDS IN THE PROPERTY...
11 November 2015 5,797 8 View
I made a full model for a 4 point loading RC beam using ABAQUS but flexural failure happened accompanied with little shear, i took the same data in the experimental in which pure flexural...
11 November 2015 3,911 10 View
How can i get the total moment of inertia of RC section in abaqus ??
10 October 2015 8,902 2 View
Is there scaling to the deformed shape in visualization ? Can i get the deflection at any node regardless of the reference point (RP) ? Is this value of deflection in the attached photo related to...
09 September 2015 6,966 2 View
