The Finite Element Analysis of Shells - Fundamentals - Second Edition (Springer, 2011)
Dominique Chapelle and Klaus-Jürgen Bathe
Dominique Chapelle and Klaus-Jürgen Bathe
The 1st issue in 2010 (Volume 24, Issue 1) of Acta Mechanica Solida Sinica (AMSS) is now online.
Welcome to this SCI-indexed journal <http://ees.elsevier.com/camss/> for rapid publication of your exciting results.
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hello everyone... i just want to know can any body tell me about the degisn data of impeller of ship like size and shape of blade and the rpm at which impeller is moving..???
Forthcoming papers of International Journal of Applied Mechanics (IJAM) Vol.3 No.2:
Luc Tartar and Amit Acharya
Bulletin of the Italian Mathematical Union, (9)IV, 409-444, 2011
Hello,
I am trying to model piezoelectric sensors on a concrete beam in ABAQUS. Since I am using brttile cracking model, I have to use ABAQUS / Explicit. But piezoelectric elements are not available in ABAQUS / Explicit.
In some papers I saw that the piezoelectricity modeling problem in ABAQUS / Explicit is solved by replacing it by an equivalent Thermo-Mechanical problem. Does anybody know how to accomplish this?
Do you have any suggestions? Are there any other ways to model piezoelectricity in ABAQUS / Explicit?
Hi,
Has anyone or can anyone help me model a prestressed concrete column on Ansys?
I have to model several different prestressed concrete columns to compare to an actual experimental result. I am just getting my feet wet with ansys and any help will be greatly appreciated.
Thanks!!!
My friends
I'm working on a constitutive model using umat in abaqus. There is a problem and can be described generally as follow:
A constant load is applied on beam elements, however, the elastic modulus decreases as a function of the axial strain of the element and loading time. In another words, the modulus will decrease when the umat is called at DTIME. I used STRESS=STRESS+DDSDDE*DSTRAN to update the stress, however, the result shows that the STRESS, STRAIN and DISPLACEMENT don't change since beginning.
I am working on the surface features of steel . I understand that surface features are broken down into various wavelengths and represented as Wa to We (0.1mm to 30mm wavelengths). Could some guide me to a reference which shows how to go about this process from the raw surface profile data ? Possibly, it involves Fourier Transforms, but I need a basic reference which shows how it is done .
Thanks!