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Finite Element Analysis (FEA) engineering

Anurag K
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Plate design with max deflection below 5 microns
2
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31
Views
887
IRstuff
IRstuff
Zande10
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Linear Static vs Linear Dynamic FEA for a moving mass having deceleration
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5
Views
481
FEA way
FEA way
Saleh abbasi
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Small contact region in COMSOL
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1
Views
654
FEA way
FEA way
Sajjad2164
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Lumped mass model
Replies
11
Views
968
rb1957
rb1957
gxu97
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Underlying math and weak form of Axisymmetric elastic elements
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1
Views
253
FEA way
FEA way
NASAJPL
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Print Some / Plot Others Playing Nicely
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1
Views
149
rb1957
rb1957
NASAJPL
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System Cell Calls
Replies
1
Views
730
BlasMolero
BlasMolero
compe_ad
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Equilibrium check
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15
Views
821
IceBreakerSours
IceBreakerSours
aerolad7
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Best way to mesh rocket fin in Abaqus
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17
Views
684
SWComposites
SWComposites
compe_ad
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Concrete failure point in Abaqus 1
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4
Views
557
compe_ad
compe_ad
NASAJPL
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Quick List of Combination of Separation Distance amongst Nodes
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2
Views
270
NASAJPL
NASAJPL
muruep00
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Mesh type of circular sections
Replies
9
Views
1K
BlasMolero
BlasMolero
pike12
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2nd order tetrahedral element vs First order hexahedral element
Replies
2
Views
874
BlasMolero
BlasMolero
NASAJPL
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(Linear) Contact Force, but No Contact Pressure
Replies
2
Views
964
BlasMolero
BlasMolero
tatox
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Is there any hand calculation vs FEA modeling Lifting Lug for Steel Alloy 2
Replies
14
Views
1K
rb1957
rb1957
compe_ad
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Stress vs logarithmic strain plot from Abaqus
Replies
6
Views
736
swimfar
swimfar
Burner2k
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MSC Nastran - Help in Modeling this Setup
Replies
14
Views
796
Burner2k
Burner2k
compe_ad
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Why I am getting high viscous damping and artificial energy (ABAQUS)?
Replies
1
Views
360
FEA way
FEA way
Mark172
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Modal testing as the most efficient way to verify FEM accuracy? 1
Replies
10
Views
874
GregLocock
GregLocock
compe_ad
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Why am I seeing fluctuation in the displacements?
Replies
6
Views
298
IceBreakerSours
IceBreakerSours
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