bending behaviour of a cantilever beam modeled by shell elements
Hello Everyone,
I have a question and I really appreciate any comment:
Hello Everyone,
I have a question and I really appreciate any comment:
i want to create a crack in a cantilever beam, but i m new in this field. please tell me how to model a crack in beam when beam is meshed using 1) beam elements 2) solid elements?
please refer any good tutorials in this field.
Where to get information on the Mechanics of Bilayer Beam bending for Bridge & Cantilever beam?
I am looking for the right shape function of a cantilever beam, where the free end is simply supported by a spring with stiffness K varying between zero and infinity, thus when K= 0, the beam is assumed a cantilever, whereas when K= ∞, it assumed a propped cantilever beam. The mode shape needs to satisfy all the boundary conditions.