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Three ways to derive the classical plate model

Submitted by Wenbin Yu on

Attached is part of my lecture notes for a graduate structural mechanics. In

the notes, we derived the classical plate theory, which is also called

the Kirchhoff plate theory, in three ways: Newtonian method, variational

method, and variational asymptotic method, using 3D elasticity theory as the

starting point. The self-contradictions of Kirchhoff assumptions and plane-stress assumptions used in both

Newtonian method and variational method are clearly pointed out. The

Old paper request from ASME JOURNAL OF APPLIED MECHANICS

Submitted by dukkipat on

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.

 

Kerry Rowe, Editor of Geotextiles and Geomembranes, receives EIC’s highest award

Submitted by Laure Ballu on

The Engineering Institute of Canada (EIC) has awarded Kerry Rowe the Sir John Kennedy Medal, “EIC’s highest award, in recognition of outstanding merit in the engineering profession, or of noteworthy contributions to the science of engineering, or to the benefit of the Institute”.  Kerry is Editor of Geotextiles and Geomembranes, and a member of the editorial board of Computers and Geotechnics.

umat for wood constitutive model

Submitted by shiriwuhen on

Dear friends:

   I have a question about wood which is anisotropic in material property that confused me for a long time.Now I ask what you master that how to write the subroutine of the constitutive model of wood, who have the subroutine if you can share it with me?Thank you!

Truly yours,

Ph.D. Fengliang Zhang in Civil Engineering

School of Civil Engineering

Xi'an university of architecture and technology

China

Deadline Extended - Mechanics of Crystalline Nanostructures Symposium at 49th SES Meeting (Abstract Deadline: May 2, 2012)

Submitted by Tim Rupert on

Dear Colleagues,

 

The deadline for abstract submission has been extended to May 2, 2012 for the 49th SES Meeting.  Dan Gianola and I are hosting a symposium on the Mechanics of Crystalline Nanostructures, and would like to solicit abstracts for oral presentations. 

 

If you are interested in presenting your work, please go to the conference website to submit an abstract:

http://ses2012.org/ 

 

Sincerely,

 

A very slender hollow column subjected to compression

Submitted by Hongyuan Zhou on

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!