i want to model a single pile whith surrounding soil in abaqus. my problem is about:
1)step mudulus: how i must define step mudulus to obtain a time history and spectral(frequency) displacement response.
2)how i can apply elcentro spectrum in abaqus. i dont know nothing about this.
thanks
Dear All,
Good Morning.
I want to model a steel fibre reinforced R.C square slab under Impact force.
Can I get the suitable steps for using ABAQUS 6.10 to analyse and findout the ultimate stress,strain,displacements?
I have tested steel pipe (as a beam) under lateral distributed loads. Longitudenal strain gages are on the top and bottom lines of the pipe. Could any one suggest to me how can I derive the bending moment distribution along the pipe. I have E, I , t (thickness, and r(radius) for the pipe.
I have found a formula from litrature as follows : M = K.E.I
Where K = curvature = 0.5 * (ε_tension side - ε_compression side) / C (i.e the Half Section Depth, or pipe radius)
CALL FOR
PAPERS
This year the International Conference of Numerical Analysis
and Applied Mathematics 2012 (ICNAAM 2012) has been organized in Kos, Greece,
Kypriotis Hotels and Conference Center http://www.kipriotis.gr/,
19-25/09/2012. URL address: http://www.icnaam.org/
HI
CAN ANY ONE HELP ME HOW TO MODEL A SIMPLE COMPOSITE PLATE (5 LAYERS) IN ABAQUS.
HOW TO DEFINE THE CONTACT BETWEEN EACH PLY?
HOW TO DEFINE FIBER DIRECTION?
Greetings,
I'm working on thermal analysis of concrete filled steel tube columns.
I used all the guidance I could get from the research papers, but I still didn't get the results I want.
In fact, all the job analysis I run ended up abrupted.
I attached my abaqus work for your kind attention and perusal.
Any suggestions and tips that might help me overcome my problem is more than welcome. Perhaps I could get some pointers whict part in my analysis is missing.
Thank you.
My work links:
Hi all,
Recently, I have read the paper "Dynamic crack propagation under mixed-mode loading- Comparison between experiments and X-FEM simulations" published in IJSS, 44 (2007), 6517-6534. I have met some questions on the choice of auxiliary fields for calculating the SIFs. Could someone give me some details including the auxiliary velocity fields, the auxiliary displacement fields and the auxiliary stress fields. Thanks.
regards
