How to introduce nonsymmetric notension model in abaqus ?

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What are first, second and third cracks (red, green&blue color outline) in crack pattern of RC beams in ANSYS APDL?

Hello everyone, Can anyone kindly explain what is mean by three different colours of cracks in RC beams in ANSYS APDL and the features of first crack (red colour outline) second crack (green...

17 November 2020 2,512 1 View

Having an issue with defining sub caption in the Springer LaTeX file ?

Dear All, I am facing defining the sub caption issue in the Springer LaTeX file. If I define the sub caption in the Tex file, it exhibits an error while compiling. In general, Springer, LaTeX...

17 October 2020 6,473 2 View

What should be reason for higher values of Ultimate results for RC beam simulations in ANSYS APDL?

My RC beams experimental ultimate load & deflection was 97kN and 20mm resp. But when I model it in ansys apdl it run continuously up to a load of 140kN and 60mm deflection and still...

02 October 2020 8,747 2 View

Why the solution runs continuously even after reaching ultimate strength of beam in ANSYS APDL?

I am analyzing RC beam in APDL and tried convergence criteria with F=0.05 once then U=0.05 and also tried both criterias simultaneously but what I found is my solution continuous even upto twice...

02 October 2020 1,490 2 View

Need "E.Hognestad;" compressive stress-strain curve explanation?

Can anyone kindly explain in case of Hognestad compressive stress-strain curve for concrete, they have given fc" =0.85fc', but why researchers are use fc"=fc' instead. Where fc" =ultimate...

14 August 2020 7,508 3 View

How to check stress in main steel at first crack, yield load and ultimate load in ANSYS APDL?

good morning everyone, i need your help once again, As i am analysing RCC Simply supported beam in ANSYS APDL. i run the model upto ultimate failure, now i want to check the stresses in steel bars...

12 June 2019 7,168 3 View

How to model over reinforced section to check the failure mode?

i model a beam as Over Reinforced Section (ORS), Ast > Ast,lim), using solid65, link8 and solid45 in ANSYS APDL V12, used '"MISO" property to concrete (M20) for stress strain curve, to model...

04 June 2019 9,581 4 View

What is the concept of shear transfer open and close coefficient in ansys apdl and how it affects the load deflection behaviour of concrete & crack?

plz see the MS word file attached below and suggest your valuable answer plz.

22 April 2019 5,650 3 View

How to get rid of short piece of DNA contamination in the gel filtration column?

Dear all, I am looking for some help regarding DNA contamination. Before inject my protein sample and I normally treat them with Benzonase, but these days the protein recovery from gel...

22 March 2018 3,264 4 View

How to define different values of fracture for each mode using the mode independent principle in abaqus ?

Dear All, How to define different values of fracture energy for each mode by using the principle of pure mode independent behavior in abaqus. particularly using cohesive surface approach. Thank you

20 March 2018 9,874 4 View

MD MOE RMSD

How to calculate the RMSD values for a MD simulation using MOE?

07 August 2021 0 0 View

MD MOE RMSD

How to calculate the RMSD values for a MD simulation using MOE?

07 August 2021 0 0 View

fatal error

When I tried to energy minimization my system, I got fatal error as below. Fatal error: Atomtype opls_116 not found Although I've already added this line: ; include water #include "oplsaa.ff/spc.itp" to [molecultype] directive in my topology.

16 June 2021 0 0 View

fatal error

16 June 2021 0 0 View

fatal error

16 June 2021 0 0 View

fatal error

16 June 2021 0 0 View

What techniques can I use to determine the miscibility of polymer blends?

The term miscibility refers to the single-phase state in thermodynamics. I do not mean the compatibility of different components. To determine the miscibility I know several techniques such as...

03 March 2021 4,107 4 View

Resistor definition in Piezoelectric bimorph with ANSYS workbench

Hello, good day! I am trying to simulate similar bimorph piezoelectric harvester with below commands. However, the output power doesn't change with resistor value. Please help to find the reason. ET,10,CIRCU94,0 !SET UP RESISTOR R,1,100000 !RESISTANCE VALUE TYPE,10 !SET ELEMENT TYPE E,1,2 !CREATE RESISTOR BETWEEN NODES 1 AND 2 Thanks in advance Regards,

02 March 2021 0 0 View

Why are the velocities so high in my Boussinesq approximation Fluent simulation?

Hello, I have a mechanism where air rises due to convective flows. In this simulation, nothing is driving the air except this. I understand that the Boussinesq approximation only works for small...

02 March 2021 4,910 3 View

What is the characteristic length to determine the Reynolds number for the scattered turbulent fluid flow?

Dear all, I just saw this example in FB on the difference between laminar flow and turbulent flow. The flow from a pipe hits the sink and scattered. The flow from the pipe is characterized as...

02 March 2021 1,999 5 View