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Modeling post-tensioned concrete in ABAQUS

Submitted by soesuk on

Hi All,

 I want to model post-tensioning tendons embedded with concrete structure. Both ends of tendons are anchored. Can anyone inform me what kind of element most suitable to model the tendons and concrete structure in ABAQUS? I tried solid part for both items, yet as the tendon diameter is very small if compared to the concrete dimension, the resulting number of mesh on the concrete structure is very large.

Can nonlinear buckling analysis gives us an over estimate ?

Submitted by omidomid on

I am working on thermal buckling of annular FGM plates using the DQ method in FORTRAN. The results show that for simply-simply edges, the nonlinear thermal buckling loads are greater than those of eigen buckling loads. But for clamped-clamped edges, as it may be expected, the nonlinear buckling loads are under estimate, i.e. they are lower than eigen buckling loads.Why?

Is it possible that the nonlinear buckling analysis gives us an over estimate load ?

Computational power for ALE meshing in 3d model

Submitted by tahsinopoz on
Hello everyone



Can anyone suggest me how much computational power needed to run a 3D model with ALE mesh in Abaqus/Explicit. I currently use (intel core i7 3.2 GHz and 12 GB RAM) but it seems not sufficient and abaqus abort itself after some running time. I would be very gratefull if you suggest any valuable information. by the way, I am working on cutting simulation in abaqus/explict.



Regards

New openings in the Biomimetic Materials Laboratory at McGill University

Submitted by Francois Barthelat on

I now have several openings for Masters and PhDs for the following projects:

1) Biomimetic study of the structure, mechanics and design of fish scales (funding: NSF). Involves atomic force and scanning electron microscopy, mechanics of composites and fracture, small scale and in-situ testing, multiscale modeling.

On the sign of shear stresses in the Mohr's circle

Submitted by Faustino Mujika on

Usually, the position of points in Mohr's circle is attributed to a sign convetion related to shear stresses. It is shown that points in the circle related to shear stresses generating a clockwise moment are in the upper half of the circle as a consequence of the position of principal directions, not due to a convention. I hope this note could help to explain better the use of Mohr's circle in plane stress states.

Immediate Opening for Post Doctoral Fellow in Tribology of Magnetic Data Storage System

Submitted by mason on

 Data Storage Institute in Singapore (www.dsi.a-star.edu.sg) has an immediate opening for a Post Doctoral Fellow in Tribology of Magnetic Data Storage System. The PDF will be involved in the research and development of advanced overcoats and lubricants for future magnetic data storage systems. A PhD degree in Mechanical/Chemical Engineering, Materials Science & Engineering, Physics/Chemistry is essential for this position. Good testing skills and strong research experience are desirable.

initial void ratio for soil

Submitted by sasekaran on

My research is Permeability
impact on unsaturated soil slopes due to rainfall
” Using ABAQUS.

I'm struggling with PERMEABILITY OPTION, when run the programme the error message shows-

Permeability is specified on 5044 elements but the initial void ratio is not defined. Use *initial conditions to the value. The elements are identified in element set ErrElemPermNoInitVoidRatio.

there are no options in CAE, i tried to input the detais into input file, bt i dont know the correct location for this input parameters.