Why midas FEA?
Why midas FEA?
Why midas FEA?
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<strong>midas</strong> <strong>FEA</strong><br />
“Advanced Nonlinear and Detail Analysis System”<br />
03.<br />
Analysis<br />
Providing high-end linear/nonlinear analysis<br />
capabilities optimised for bridge and structural engineering<br />
Interface Nonlinear Analysis<br />
Static Contact Analysis<br />
Interface Models<br />
Contact Types<br />
Coulomb Friction<br />
Discrete Cracking<br />
Crack Dilatancy<br />
Bond-Slip<br />
Combined (Cracking-Shearing-Crushing)<br />
Steel-Concrete<br />
Composite Girder<br />
Weld Contact<br />
General Contact<br />
Behaviour<br />
Material Nonlinearity<br />
Geometry Nonlinearity<br />
Plate<br />
Contact<br />
Boundary<br />
Bolts<br />
Steel<br />
Results<br />
Interface<br />
Displacement<br />
Stress<br />
Contact Force<br />
Concrete<br />
Concrete Block<br />
Interface<br />
Steel Bar<br />
Displacement<br />
Stress<br />
Interface Stress<br />
Solid Stress<br />
Simulates frictional behaviour for heterogeneous material such as reinforced concrete, etc.<br />
Provides 5 interface models to describe nonlinear behaviour of heterogeneous material<br />
at contact surfaces<br />
Interface Model: Coulomb Friction, Discrete Cracking, Crack Diatancy, Bond-slip,Combined<br />
(Cracking-Shearing-Crushing)<br />
Perform contact analysis for structural parts (joint & connections) to simulate connections,<br />
cyclic loadings and contact frequency (Considering linear and nonlinear material models)<br />
Penalty method assigned for springs between contact surface and node<br />
13 Modelling, Integrated Design & Analysis Software
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