Is the option embedded regions use to simulate perfect bond between steel and concrete in ABAQUS?
I have modelled reinforced concrete beam with CDM property but not getting convergence .I have tried every method automatic stabilization, nlgeom but same there is a major difference in load...
08 September 2016 8,412 5 View
FRP strip are bonded to sides of concrete beam and has tensile strength of 2Gpa .The FRP was assumed to be a linear elastic orthotropic material but where should i input tensile strength in property?
08 September 2016 6,130 1 View
To define tensile behaviour of concrete in CDM how to find fracture energy of concrete (GFI) and yield stress.? Is it important to define damage parameters of concrete ,for what purpose they are...
08 September 2016 4,905 1 View
The tensile strength of concrete is 1.81 Mpa and fracture energy was assumed to equal to 90 J/m2. So how to define tensile behaviour in the type of GFI .What should I input ? Plz help thanks
06 July 2016 428 4 View
An eight node reduced-integration element was used to model theFRP composite with three degrees of freedom at each node.So which section should i assign to get above element ?..With...
06 July 2016 4,208 0 View
Is the option tie constraints use to simulate perfect bond between steel and concrete in ABAQUS
05 June 2016 382 4 View
I have input a moment load in module load Abaqus, i put my moment load on the node surface (using reference point). I have define moment in history output and make a set for moment too. But the...
08 August 2024 4,831 4 View
I am trying to simulate vehicular loading on an orthotopic steel deck bridge section in ABAQUS software. The red arrow mark in the attached figure indicates the direction in which the vehicle will...
08 August 2024 719 0 View
I have modelled a steel structure using beam elements in Abaqus and attached to this structure reinforced concrete slab. The analysis that I am making is heat transfer of the structure. The...
07 August 2024 1,028 0 View
I am working on Abaqus/Explicit(Quasistatic ) for the deformation of the auxetic structure model. Please explain how the plastic input value should be considered from the true stress-strain curve...
05 August 2024 454 3 View
Details of the Analysis. Static Analysis Composite Layup Continuum Shell Elements FRP Material (Elastic and Hashin Damage)
03 August 2024 8,538 4 View
Machine learning (ML) has shown great potential in predicting the compressive strength of concrete, an important property for structural engineering. However, its practical application comes with...
03 August 2024 2,546 2 View
Suggest one of them 1. Teflon-lined stainless steel autoclave: 2. Alumina (Al2O3) ceramic container
30 July 2024 7,326 1 View
Hello, colleagues. Recently, I have been working on a metal processing simulation with my UMAT in Abaqus. I have outlined the corresponding simulation, but I keep encountering issues that cause...
30 July 2024 7,062 1 View
I am trying to run a restart analysis, which imports deformed configurations of parts from a generated ODB file. It runs fine in Windows OS but when I try to run it in Linux OS, it is giving some...
29 July 2024 9,572 3 View
Sure, here is the translation: I have a 3D orthogonal woven composite structure where warp, weft, and binder yarns are oriented in three directions. After modeling these yarns and the matrix in...
28 July 2024 8,169 0 View