iMechanica - plate //m.limpotrade.com/taxonomy/term/355 en New shear lock free finite elements with arbitrary higher order derivative //m.limpotrade.com/node/16974 < div class = "字段field-name-taxonomy-vocabulary-6field-type-taxonomy-term-reference field-label-hidden">

A set of highly efficient and shear lock free finite elements based on Timoshenko beam and Reissner-Mindlin plate theories has been developed for the analysis of thin and thick structures. These elements have arbitrary higher order derivatives and do not require any spcial integration scheme. All are isoparametric elements.

P.Subramanian

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Sun, 03 Aug 2014 10:59:29 +0000 psubbu2000 16974年https://ime万博manbetx平台chanica.org //m.limpotrade.com/node/16974#comments //m.limpotrade.com/crss/node/16974
Sharing a book draft on the vibration analysis of quartz crystal resonators //m.limpotrade.com/node/16591 < div class = "字段field-name-taxonomy-vocabulary-6field-type-taxonomy-term-reference field-label-hidden">

In collaborations with industrial engineers on the design and analysis of quartz crystal plate resonators, which involves the high frequency vibrations of piezoelectric plates with Mindlin plate equations, we have to go through the details of plate equations for every stages in the analysis. In addition, complications and bias fields are also considered. We have put together our papers and written a draft of a book detailing essential equations and methods. We now share this draft with you if you would like to read some documents to know insights on this particular subject.

The file is in Chinese and we shall come up with an English version if there are enough interests.

Tue, 13 May 2014 09:31:23 +0000 Ji Wang 16591 at //m.limpotrade.com https://万博manbetx平台m.limpotrade.com/node/16591#comments //m.limpotrade.com/crss/node/16591
Abaqus results //m.limpotrade.com/node/14393 < div class = "字段field-name-body field-type-text -with-summary field-label-hidden">

Hi,

i try to simulate a 3 points bending of a glass plate with abaqus.

force 1kN !

young modulus = 7e10 Pa

Poisson's ratio = 0.22

- the plate is square (30 cm) , thickness 8.72 mm

- i use 3D extruded solid

- for the load i can't create a line load so i replace this load by pressure in a thin surface (2mm*30cm) applied in the center of the plate

- C3D8R element type

but the results are strange:

the maximum displacement is 0.672 mm !

is that realistic ? 1kN and just 0.672 mm of central displacement ?

thanks for helping me ...

Sun, 24 Mar 2013 18:35:32 +0000 sigmacoder 14393 at //m.limpotrade.com //m.limpotrade.com/node/14393#comments //m.limpotrade.com/crss/node/14393
Kirchhoff–Love plate using COMSOL //m.limpotrade.com/node/13371 < div class = "字段field-name-body field-type-text -with-summary field-label-hidden">

Hello,

Is it possible to solve with COMSOL a frequency domain problem for a plate using Kirchhoff–Love kinematic assumptions ?

Thank you,

Fri, 05 Oct 2012 14:30:20 +0000 fredo 13371 at //m.limpotrade.com //m.limpotrade.com/node/13371#comments //m.limpotrade.com/crss/node/13371
a question about vibration of plates having variable thickness //m.limpotrade.com/node/12791 < div class = "字段field-name-taxonomy-vocabulary-6field-type-taxonomy-term-reference field-label-hidden">

Hi everybody!

for plates with constant thickness and two opposite sides simply-supported B.Cs, we can write w(x,y)=f(y)*sin(m.Pi.x) and solving the problem from this viewpoin.

I wonder whether this approach is true for plates with (linearly) variable thickness?

many thanks

Mon, 16 Jul 2012 19:35:33 +0000 sayad.boreyri 12791 at //m.limpotrade.com //m.limpotrade.com/node/12791#comments //m.limpotrade.com/crss/node/12791
von Karman plate equations //m.limpotrade.com/node/6618 < div class = "字段field-name-taxonomy-vocabulary-6field-type-taxonomy-term-reference field-label-hidden">

Many of us (including myself) have used the nonlinear equations for elastic plates, originally proposed by von Karman (1910). I recently came across a book with some interesting comments about the plate equations, which may be of interest to share with others on imechanica. The book's title is "Plates and Junctions in Elastic Multi-Structures", authored by Philippe G. Ciarlet and published by Springer-Verlag in 1990.

First, a brief comment by the author as the introduction: "The two-dimensional von Karman equations for plates, originally proposed by von Karman [1910], play a mythical role in applied mathematics. While they have been abundantly, and satisfactorily, studied from the mathematical standpoint, as regards notably various questions of existence, regularity, and bifurcation, of their solutions, their physical soundness has been often seriously questioned."

Then, the author quoted a statement by Truesdell (1978): "An analyst may regard that theory [v. Karman's theory of plates] as handed out by some higher power (a Hungarian wizard, say) and study it as a matter of pure analysis. To do so for v. Karman theory is particularly tempting because nobody can make sense out of the 'derivations'...I asked an expert, Mr. Antman, what was wrong with it [v. Karman theory]. I can do no better than paraphrase what he told me: it relies upon

1) "approximate geometry", the validity of which is assessable only in terms of some other theory.

2) assumptions about the way the stress varies over a cross-section, assumptions that could be justified only interms of some other theory.

3) commitment to some specific linear constitutive relation linear, that is, in some measure of strain, while such approximate linearity should be the outcome, not the basis, of a theory.

4) neglect of some components of strain again, something that should be proved mathematically from an overriding, self-consistent theory.

5) an apparent confusion of the referential and spatial descriptions - a confusion that is easily justified for classical linearised elasticity but here is carried over unquestioned, contrary to all recent studies of the elasticity of finite deformations."

Later in the book, I read: "In this fashion, we are able to provide an effective strategy for imbedding the von Karman equations in a rational approximation scheme that overcomes the five objections raised by C. Truesdell. More specifically, our development clearly delineates the validity of these equations, which should be used under carefully circumscribed situations."

Wed, 12 Aug 2009 14:57:53 +0000 Rui Huang 6618 at //m.limpotrade.com //m.limpotrade.com/node/6618#comments //m.limpotrade.com/crss/node/6618
Time depended modeling of plate //m.limpotrade.com/node/4988 < div class = "字段field-name-body field-type-text -with-summary field-label-hidden">

Hello,

i'm working on the modeling of thin plate under transverse load. The basic function used for approximation of field variable is RBF function. There are a lot of publications, how the static model of the plate can be created, but no information about dynamic modeling. The following questions are not clear for me:

- RBF function depends only on the place. For static problem, it will be calculated only once using the information about placement of points and centers. Over the time the position of points and also centers can be changed, if i use RBF for time-depended problems. Should i calculate RBF every time step with new coordinates of x and y, if the problem two-dimentional or RBF stays constant, time independed and use only initial information about points and centers placement?

- Can i compare the Navier solution of thin plate deflection, which is supposed for static problems, with my modeling results for dynamic problem?

- The two boundary conditions, f.e. w=0 and M=0, should be prescribed for plates. I'm interesting on the deflection of the plate and the information about stress is not ralated for me. Can i omit the second boundary condition without influence on the accuracy of simulation?

I would appreciate any comments you may have. Many thanks for reading.

Regards, Mike

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星期五,2009年3月06年13:53:12 +0000 Mike W. Long 4988 at //m.limpotrade.com //m.limpotrade.com/node/4988#comments //m.limpotrade.com/crss/node/4988
S. Germain, "Memoir on the Vibrations of Elastic Plates" //m.limpotrade.com/node/455

I have not read the above-mentioned paper, as I have never been able to find it. However it is said to be "a brilliantly insightful paper which was to lay the foundations of modern elasticity." However, I believe it is also noteworthy for being one of the major contributions by a female mechanician prior to the modern era. For a great biography of Sophie Germain, including a fantastic quote from a letter from Carl Gauss on discovering that she was female--and not "Monsieur Le Blanc"--visit this site (from which the above quote, on the impact of her paper, came).

There are no female mechanicians listed on http://en.wikipedia.org/wiki/Mechanicians but I believe it could be argued that Germain deserves a mention!

Sun, 19 Nov 2006 11:10:50 +0000 MichelleLOyen 455年在//m.limpotrade.com //m.limpotrade.com/node/455#comments //m.limpotrade.com/crss/node/455