a
Course 09
Obiective:
Problem 9,15, Perform a stress analysis of the concrete pressure yessel with a steel liner
,
= 30 GFri and r, = S.15 for the concrete, and let E
= ?05 $P* and r, = 0.25 for the Seel liner. The steel liner
is 50 :;rr thick. Let the p
a
Course 09
Obiective:
Problem 9,15, Perform a stress analysis of the concrete pressure yessel with a steel liner
,
= 30 GFri and r, = S.15 for the concrete, and let E
= ?05 $P* and r, = 0.25 for the Seel liner. The steel liner
is 50 :;rr thick. Let the p
Abaqus Problem Medelthe plate shown below" It is sker,ved 30': to the global 1axis,
is
builtin at one end, and is constrained to rnove on rails parallel to the plate axis at the other end.
Determine the midspan deflection when the plate carries a unifor
Abaqus Reports from Course No: 7
1. 3D beam analysis
2. Buckling analysis
Abaqus Reports from Course 8
1. 7.10
2. 7.20
3. Example 6.2 optional
Report from Course 8
Problem No: 7.10
Given plate is subjected to plane stress and the dimensions and the other
PROJECT REPORT ON ELEVATED BRIDGE BUILDING
OBJECTIVE:
1. The dimensions of the bridge must meet the given requirements.
2. Setup a base line design and get the mass of bridge, its loading capacity and the
corresponding efficiency (load/mass). Mass of the
Course L2
&b*qus tlJloseling t: Sslve this prcbl*musingAbaqu*cfw_mcdifbdfrsm Prsblern 15.?6
The alumin*mtube shown b*lowfits tightty cfw_scr*wed in into a steelsupportal rcom
temperatur*cfw_2S.S. lf the &empsratureaf bcth part ie incrsae*dby 4$oC, deterrn

wtana, raf,et
rvrE
 )IU
tElvt
Course 10
Oiective:
Abagus simulation
fullow the modelinE and analysis procedures fram the tutorlal'Abagus implicit example
connecting lug.pdf i Fresent the deformation, van Mlses stress and maximum prlncipal stress in
re
FEM PROJECT ON BRIDGE DESIGN
The Given bridge problem is part of Olympiad 2010 design competition
The maximum dimensions are as shown in the drafts below. Since the bridge is symmetric
at mid span along XY plane, Building only half model to simplify the
Objective:
Problem 9.15, Perform a stress analysis of the concrete pressure vessel with a steel liner.
icenter Axis
Stcd lin :r


'
ll
(n.:rete
"' _
',
l
Please write an analysis report.
 :t t t
'
1:?5Hnun
I
40t
mm:
_!
ii
F
p
>25
Let E = 30 GPa and,.=
The following project is for high school students 2010 Michigan Science
Olympiad. We will use it as our FEM project, to design a bridge structure
which would achieve the most efficiency.
2010 Michigan Science Olympiad
Elevated Bridge Building
The maximum
Problem 6.2
Problem Objective:
Determining Maximum Principle Stresses and their locations.
Material Data:
E = 3 x 103psi
= 0.3
Boundary Conditions: Bottom Surface fixed to Ground
Compressive Loading (Top Surface): 2000lbf/ft
Von Mises Stress Analysis
Obs
2D Models to Determine Initial Design
This structure is
needed to take
the load
ME410, ME510: Finite Element Method
Bridge Modeling Example
1
3D Modeling
3x3
1.5x3WS
soft wood
3x3
1.5x6W
1.5x3W
1.5x3
1.5x6
ME410, ME510: Finite Element Method
Bridge Modeli
Course 12 Modal analysis of bridge model
Objective:
To run the modal analysis on the given bridge model of project with modified boundary
conditions as fully constrained. In addition, present the first 5 modes
Material Property:
1. Soft wood Density = 5.0