Bar structures

•  DLD 01: Mass-spring system with 2 degrees of freedom – eigen modes & modal information  Diamonds

  Description Results Eigenfrequenties Eigenmodes 1. Eigenmodes are determined except for a proportionality factor. In Diamonds, the eigen modes are scaled...

•  DLL 06: Cantilever beam with eccentric mass – eigenfrequencies  Diamonds

  Description 1. The eccentricity of the mass is created by adding bar BC to the model. The purpose is that...

•  TLL 01: Beam under temperature load  Diamonds

  Description Independent reference results Diamonds results and comparison Load 1: global temperature change Load 2: linear gradient in local y’...

•  DLL 02: Slender folded beam, one end fixed other free – eigenfrequencies  Diamonds

  Description Results References Mécaniciens, S. F. D. (1990). Guide de validation des progiciels de calcul des structures: SDLL 02: poutre...

•  DLX 05: Thin circle – fixed on elastic plate – eigenfrequencies  Diamonds

  Description Results References Mécaniciens, S. F. D. (1990). Guide de validation des progiciels de calcul des structures: SDLL 13: anneau...