文件名称:mlpg1d
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A PROGRAM FOR SOLVING 1D ELASTOSTATIC PROBLEM: A BAR OF UNIT LENGTH SUBJECTED TO
LINEAR BODY FORCE. THE LEFT END OF THE BAR IS FIXED AND THE RIGHT FREE.
THE ANALYTICAL SOLUTION IS GIVEN BY
u = (x/2 - x\^3/6)/E
WHERE X REPRESENTS THE COORDINATE ALONG THE BAR AND E IS THE ELASTIC MODULUS
IN THE COMPUTATION, THE INTEGRAL IS CALCULATED OVER THE SUBDOMAIN THUS THE BACKGROUND
CELLS FOR INTEGRATION ARE NO LONGER REQUIRED.
THE PENALTY METHOD IS EMPLOYED TO ENFORCE THE ESSENTIAL BOUNDARY CONDITIONS
-A PROGRAM FOR SOLVING 1D ELASTOSTATIC PROBLEM: A BAR OF UNIT LENGTH SUBJECTED TO
LINEAR BODY FORCE. THE LEFT END OF THE BAR IS FIXED AND THE RIGHT FREE.
THE ANALYTICAL SOLUTION IS GIVEN BY
u = (x/2 - x\^3/6)/E
WHERE X REPRESENTS THE COORDINATE ALONG THE BAR AND E IS THE ELASTIC MODULUS
IN THE COMPUTATION, THE INTEGRAL IS CALCULATED OVER THE SUBDOMAIN THUS THE BACKGROUND
CELLS FOR INTEGRATION ARE NO LONGER REQUIRED.
THE PENALTY METHOD IS EMPLOYED TO ENFORCE THE ESSENTIAL BOUNDARY CONDITIONS
LINEAR BODY FORCE. THE LEFT END OF THE BAR IS FIXED AND THE RIGHT FREE.
THE ANALYTICAL SOLUTION IS GIVEN BY
u = (x/2 - x\^3/6)/E
WHERE X REPRESENTS THE COORDINATE ALONG THE BAR AND E IS THE ELASTIC MODULUS
IN THE COMPUTATION, THE INTEGRAL IS CALCULATED OVER THE SUBDOMAIN THUS THE BACKGROUND
CELLS FOR INTEGRATION ARE NO LONGER REQUIRED.
THE PENALTY METHOD IS EMPLOYED TO ENFORCE THE ESSENTIAL BOUNDARY CONDITIONS
-A PROGRAM FOR SOLVING 1D ELASTOSTATIC PROBLEM: A BAR OF UNIT LENGTH SUBJECTED TO
LINEAR BODY FORCE. THE LEFT END OF THE BAR IS FIXED AND THE RIGHT FREE.
THE ANALYTICAL SOLUTION IS GIVEN BY
u = (x/2 - x\^3/6)/E
WHERE X REPRESENTS THE COORDINATE ALONG THE BAR AND E IS THE ELASTIC MODULUS
IN THE COMPUTATION, THE INTEGRAL IS CALCULATED OVER THE SUBDOMAIN THUS THE BACKGROUND
CELLS FOR INTEGRATION ARE NO LONGER REQUIRED.
THE PENALTY METHOD IS EMPLOYED TO ENFORCE THE ESSENTIAL BOUNDARY CONDITIONS
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