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Questions related from Prashanthi Putchakayala
Hello all, I am modelling a deep excavation using PLAXIS. At some particular excavation level, it has been that the analysis is taking quite a long time even if the global error is less than the...
17 February 2017 4,932 8 View
Dear all, I am modelling an open excavation in PLAXIS. In some models, I found a different variation of Displacement with Mstage & Msf in plastic and stability analysis respectively. I am...
20 January 2017 5,214 1 View
Dear all, I am modelling Rock bolts using embedded beam row option in PLAXIS. I gave the Tskin value based on the bond strength between grout and the corresponding rock. But, I found that the...
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Hello all, I need to model a beam which contains geosynthetic material at some depth. To model the interface between two materials, I have used cohesive elements and cohesive surface behaviour....
08 March 2016 802 3 View
Dear all, I need to model crack propagation in viscoelastic material. I am using CZM for modelling it. I am not able to get the softening behavior in force vs CMOD curve. I have used following...
07 February 2016 5,024 4 View
Dear all, I have to model three point beam bending test on asphalt concrete beam with geosynthetic interface layer at 2/3rd depth from the top(using abaqus 6.12-3). I have modeled three parts...
28 January 2016 7,663 2 View
Hello all, I need to simulate three point beam bending test on Asphalt concrete using ABAQUS 6.12. As Asphalt concrete is viscoelastic material, I have given solution procedure as VISCO. To allow...
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