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Class notes

CE3330: Computer Methods in Civil Engineering Detailed Classnotes

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These class notes consist of topics that were taught for the course "Computer Methods in Civil Engineering" by Prof. Subhadeep Banerjee. The topics that are covered in these notes are Dirichlet & Newman Condition (Essential Forced & Natural Boundary Condition), Gauss Elimination Method, LU Decomposition, Pivoting, Norm, Jacobi Method of Iteration, Gauss Siedel Method, Jacobi Method, Successive Over Relaxation Method (SOR), 1D & 2D Newton Raphson Method, Initial Value Problems: Euler Implicit & Explicit Method, Trapezoidal Method, Modified Trapezoidal Method, Midpoint Method and 4th Order Runge Kutta Method (RK4); Finite Difference Method (FDE): Central, Forward & Backward Difference Methods; Deflection of Thin Membrane & Plate, Consolidation: Single Drainage & Double Drainage, Weighted Residual Method, Galerkin Method, Subdomain Method, and Least Square Method. I hope you find my notes helpful during your classes and exams :)

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Institution
Course

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Uploaded on
July 3, 2023
Number of pages
48
Written in
2022/2023
Type
Class notes
Professor(s)
Subhadeep banerjee
Contains
All classes

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, firstorder differential equation
: aytg(u); t= fy)

second differential equation
convert
=- ky;my"+ by'+ky=f(t)
Natural phenomenon mathematical model solves
post-processing
- >
-> ->




Validation
->
Force balance

Continuity (mass continuity, etc...)
continuity, valume
->



Force displacement relations/contributive law
->
-




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- >
=




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nxh nx1



solves
- >




1.


2.
condition

contract
11 10-8 preconditiones
I
so thatthey
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are
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=




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+




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I I
solved preconditiones matrix [C]
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-




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huge difference, better ways to solve like pivoting
Post
Processing
->




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Boundary condition
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Validation
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4. Compatibility to
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multiple solutions but
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analyse PDE?
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space/ and time

Order
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2.


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degree
order-z, degree-1
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analyse
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n
x(x,y) B(x,y) in
=
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=

+
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al method appropriate
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+

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Linearity
ua b
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=
+

, ( +
y(y) (x(x,y) B(x,y) =


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0
=




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=




->
u cx(x,y) =




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+
+



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=

= =>




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=




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Homogenity ->
non-zero
function

at a*8 e
the
directly giving
Domain, Boundary
->
conditions rates
give the values
-

bisichlet condition/essential forced boundaryatthe
ionos
of derivative Newman condition/natural boundary
-- condition
at the
boundary
PDE O12S) IPDE of order 2x5)

forced BC -

to (s-1) in derivative

natural BC -> s to (25-1) in derivative
Ex = -




1
4th older gives a dirichlet you would require newman condi
***
z(z)=- a -

tion a dirichlet B.C

014) -> s =2 - essential desivatives,
I,
In total, I would need is
boundary conditions

x 0,y 0;x
=
= 0,M/dx 0
=
=




x L, y
=




0
=




Natural derivatives
->

it -
(25-13th

n
2,d
=


=


0
-> no condition
for this
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