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Laminate Analysis Program

4.2 | 13 ratings Rate this file 74 Downloads (last 30 days) File Size: 6.53 KB File ID: #4282 Version: 1.0

Laminate Analysis Program



17 Dec 2003 (Updated )

Program analysing each layer in a composite.

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File Information

This program consists of two file:
1) Laminate.m
2) input.dat

(input.dat) needs to be modified according to the laminate to be analysed. All the plies properties and loadings goes into this input file. The program produces an output file containing all the anaylsis results. TO run the program simply execute:



This file inspired Fem. Optimization Analysis On Laminated Composite Plates With Fsdt (Update:07 23 07).

MATLAB release MATLAB 6.1 (R12.1)
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Comments and Ratings (16)
03 May 2016 AK

AK (view profile)

Very Good work

02 Jul 2015 x z

x z (view profile)

Very Good

21 Nov 2014 Sathiyaseelan

Very nice Program for learners whose works on mechanics of laminate composite.
I have used the program to study behavior of the laminate in which i am not getting the same answer as the book.
When i go through the coding there are two functions such as T_sig and T_eps in that something went wrong, could you pls tell which book you followed for this problem?

30 Sep 2014 sujit

sujit (view profile)

disp(['Lamina # ' int2str(k) ': 'num2str(th(i,1))])

this line is showing some prase eror...
plz suggest some solution

15 Apr 2014 Harsha

Harsha (view profile)

I am facing problems with the 2-D plot of the results. Can someone please help me with that?
Also, the code had two syntax errors.

Comment only
06 Dec 2012 mike_sha

21 Mar 2008 ss ss


Comment only
15 Mar 2008 Houari Mohammed

07 Mar 2008 Yawar Mehdi

Its a good effort. Very helpful.

10 Jul 2007 Ali ?ZG?L

Plainly, this work's application very nice and usefully for several civil, mechanical etc.. engineering areas.

I think, this file documantation, description and program-running-algorithm's flow not-regular. I know epoxi-laminate composite plate system with analytical and finite element solution technique but all-user don't know this theory and method.

If you use one-main program instead of more-sub programs (with input and output veriables) than this program and work be more likeable.

I was tested your program running algorithms to several thin and thick plate model for true-solution and shear locking effect. But I don't see shear locking program module or procedure in main-program.
Analysis results, different the Reissner-Mindlin thick plate model.

I think this files need more improvement but I know this area's works are very hard and require the more works-time.

Good works, Best Regard

09 Jul 2007 hamze hajiloo

civil engineering

Comment only
24 May 2007 Andres Guzman

It's a good problem but needs some improvements. There are some failures in syntax.

28 Mar 2007 nilesh sonawane

The program is quiet good,

20 Feb 2005 Ilse Leenknegt

21 Dec 2004 prince sharma

it is a very usefull programme

08 Nov 2004 Ralph Wiggum

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