research

I am looking for this paper and I am putting this request since I cannot purchase this from the Journal website. They have papers available only from 1960s.

Thanks

Venkat

Aleck, B. J., "Thermal Stresses in a Rectangular Plate Clamped Along an Edge," ASME JOURNAL OF APPLIED MECHANICS, Solid-State Electronics, Vol. 16, June 1949, pp. 118-122.

Hi, everyone, my friend asks me whether it is possible to: construct a extremely slender hollow column of 100 m long and less than 1 m* 1 m in cross-section dimension, which can withstand 10 ton compression force from the two ends without buckling/failure. The material is not fixed.

With such a large length-to-diameter (hollow section) ratio, intuitively, I think it is impossible to withstand the compression with such a slender column.But I am not very sure.

Your comments are very much appreciated!

Hi,

Dear all,

We all know that J can be calculated by J=1/E(KI^2+KII^2).

but how to calculate the KI and KII from J.

I facing this pronlem as Abaqus can only calculated J integral for epfm, but I need the KI and KII as I only got K threshold and KIC for the material.

 Thank You

Haidir

Hi all.

I want to analyse a plate with a hole using ansys. But it has a material non-linearity. The stress strain law I want to use is σ = K _εⁿ


I want to know how it can be done. I've seen  and tried ansys but it has options like kinematic hardening etc... but how to incorporate this relation...please guys it's urgent!!

Thanks.

i worked on punching shear of flat slab.

 i used concrete smeared crack model all is ok, but i need two things just two

1)how can i show the crack(crack,conf)

2)how to  get the ultimate load and draw with the central deflection

just that

thank you