Bar structures

• TLS 01: Plate under temperature load

  Description Independent reference results Diamonds results and comparison Bending moment and stress calculated by Diamonds References Mécaniciens, S. F. D....

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

  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

  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

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

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

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