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How to calculate the shear stiffness of a beam

Submitted by Jameswei on

Lately I began to wonder why I hadn't learned how to calculate the beam shear stiffness in college. I vaguely recalled that the teacher told us the shear stiffness could be omitted in the beam calculation compared to the bending stiffness.

Can anybody show me how to calculate the shear stiffness if it is large enough and cannot be ignored?  Like the example shown in the picture below

 

 

 

Some Analytical Formulas for the Equilibrium States of a Swollen Hydrogel Shell

Submitted by Song Zilong on

Dear Colleagues,

I wish to bring to you my recent work with my supervisor Hui-Hui Dai on "Some  Analytical Formulas for the Equilibrium States of a Swollen Hydrogel Shell". Below is the abstract and attached is the preprint of the article. I will very much appreciate your comments and suggestions.

what is physical reason behind it?

Submitted by krishna chaitanya.k on

Hey to imechaica, i am doing my M.E Project in composites.i have done finite element analysis of composite plate with different boundary conditions and  different orientation angle with antisymmetric stacking sequence. i absorve  tip center displacement of cantilever plate is increasing with orientation angle increment and for simple supported plate it decreases.

stacking sequence is [0/-θ/θ/-θ/θ/0] 

please help me to understand this. 

Question for post-processing after each increment and return it back to calculation (non-local damage)

Submitted by zjyounger on
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Dear everyone:

  I am trying to use a nonlocal damage criteria to simulate the crack growth, which can reduce the mesh dependency.

In abaqus, VUMAT/UMAT is doing computation at integration point for each increment, but I want to do the post-processing after each increment to get the non-local state variable and return this value back to calculation.    

Contact radius of sphere

Submitted by ColinGrant on
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Looking through books and papers I see an often quoted equation to show that the contact radius (a) of spherical indenter of radius (R) is related to the indentation depth (h):

a= √(R.h)

However, using simple trigonometry of a spherical cap it can be shown that:

a=√(2Rh-h2)

Contact area is very important for use in nanoindentation - however, if it is based on the wrong contact area calculation, then more errors become apparent.

Contact radius of spherical indenter

Submitted by ColinGrant on

Looking through books and papers I see an often quoted equation to show that the contact radius (a) of spherical indenter of radius (R) is related to the indentation depth (h):

a= √(R.h)

However, using simple trigonometry of a spherical cap it can be shown that:

a=√(2Rh-h2)

Contact area is very important for use in nanoindentation - however, if it is based on the wrong contact area calculation, then more errors become apparent.

Research Leader and Manager, Carbon Resource Management Department

Submitted by Vanessa Van Dyk on

Idaho National Laboratory Research Leader and Manager, Carbon Resource Management Department The Idaho National Laboratory (INL) is seeking a highly qualified individual to lead its Carbon Resource Management Department, which is a component of the Energy Systems and Technologies Division of the INL Energy and Environmental Science and Technology Directorate.

Woven composite 2x2 twill using XFEM

Submitted by anuragdixitiitd on
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Hi everybody,

I am anurag working on damage mechanics of 2x2 twill woven composite, i will conduct the carbon/epoxy laminates under various regimes of service loas (quasi static  loading, low velocity impact, fatugue, post impact) and will also model crack propogation of the same using XFEM.I have studied FEM at graduate level.

Initially i will calculate mechanical properties of woven composite using unit cell method by applying homogenization process.