Foros Ingeniería Civil

Estimados,
estoy explorando modelar una viga madera-hormigón, unidos ambos elementos a través de conectores metálicos.
estoy trabajando en shell y a su vez otro modelo en solid.
¿como creen que se debiera modelar el conector?
¿es posible variar la rigidez de este joint constraint?

gracias por vuestra ayuda
g.O

hola
no has considera la idea de usar propiedades mecanicas de estos te doy en estos tipos :

Isotropic - The behavior of an isotropic material is independent of the direction of loading or the orientation of the material. In addition, shearing behavior is uncoupled from extensional behavior and is not affected by temperature change.

Orthotopic - The behavior of an orthotropic material can be different in each of the three local coordinate directions. However, shearing behavior is uncoupled from extensional behavior and is not affected by temperature change.

Anisotropic - The behavior of an anisotropic material can be different in each of the three local coordinate directions. In addition, shearing behavior can be fully coupled with extensional behavior and can be affected by temperature change.

Uniaxial - This type is intended for use with rebar material types.

lo encuentras marcadndo en propiedades avanzadas del material
espero qeu te haya servido
un saludo