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Questions related from Pandi Mani
Dear all, please clarify, why in case of seismic analysis (static or dynamic analysis) of building, the slab are not model and only frames containing columns and beams are modeled. Actually, the...
24 August 2024 1,258 2 View
kindly suggest your reply why I am getting this error and how to get rid of it? As I wish to do displacement control analysis of RC beams (nonlinear static analysis) instead of load control to...
23 March 2021 6,964 0 View
Dear ANSYS users, I am doing FE analysis of RC beam using ANSYS APDL VI9, where I assigned force-displacement (bond-slip) to COMBIN39 based on CEB-FIP 2010 MODEL CODE, to model the steel-concrete...
07 March 2021 5,399 1 View
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...
18 November 2020 2,847 1 View
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...
03 October 2020 1,724 2 View
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...
03 October 2020 8,970 2 View
Good evening everyone, Does i need to consider only the ascending brach of curve up to S2 slip or i need assign the whole curve up to S4 slip (kindly see the attached figure below). Also please...
02 September 2020 7,923 0 View
I model the bond behavior between steel and concrete using COMBINE39 spring element. How can I see the bond stress vs load values or bond-stress contour diagrams? Is it possible in APDL?
18 August 2020 248 0 View
Can anybody kindly send any link or journal papers of few, "EXperiemntal papers on fully and partially prestressed beams with bonded tendons", with straight profile. Thank you,
17 August 2020 2,351 0 View
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...
15 August 2020 7,738 3 View
good afternoon everyone, i am here to ask my doubt, can anyone please tell me, in case of bond-slip model using CEB-fib code equations we have s1, s2 & s3 slips values for good bond...
21 July 2020 1,412 0 View
Can anyone plz suggest, i need to give conpressive stress -strain relationship for upto 90N/mm^2, strength concrete in ANSYS APDL. Which model i can use? Can i use modified hognested model or...
10 July 2020 613 0 View
Which compressive stress strain model can be used for concrete grade upto 90MPa in ANSYS APDL? May i use Hognestad model or kent & park model for high grade concrete too, please...
01 July 2020 8,067 0 View
Can anyone please suggest how do you model unbonded post tensioned conecrete beam in ANSYS APDL? How the DOF of all coincident nodes along the PS steel axis will be accurately model for unbonded...
19 January 2020 2,806 0 View
I need to define the stiffness value (K) of COMBINE 14 element for the coincidence nodes of concrete and prestressing steel (interface nodes both lies at same location), along the length...
18 January 2020 5,004 0 View
In case of unbonded post tensioned prestressed concrete beams, how can I give unbonded condition at the interface of coincidence nodes along the axis of prestressing steel using ANSYS APDL...
16 January 2020 6,620 0 View
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...
13 June 2019 7,388 3 View
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...
05 June 2019 9,774 4 View
plz see the MS word file attached below and suggest your valuable answer plz.
23 April 2019 5,828 3 View
I am trying non linear static analysis in ansys apdl but do it get the complete solution due to convergence problem. In most journals I referred found that the Shear transfer coefficient is taken...
01 January 1970 6,767 3 View
