SJ MEPLA v2.5.4
-
1.0 (1 رای)
- نسخه :Version 2.5.4
- نوع فایل : نرم افزار
- زبان : انگلیسی
- سیستم عامل : Windows 32Bit & 64Bit
- تولید کننده : SJ Software
- سال تولید : 2006
Description
SJ MEPLA is a program for design and statics of multi layered
sandwich plates.
Especially for the glass engineering practice new approaches
for considering laminated glass, insulating glass units,
point fixings and for simulating dynamic impact tests on
glass panels are included.
Design and statics of sandwich plates (laminated glass
panels) under various loads is a standard task in the
engineering practice. Glass panels varying from a rectangular
form can no more be calculated by table works or manual
formula but have to be evaluated by the method of the finite
elements.
In the field of glass design the formats are very similar, so
that the mesh generation is almost always limited to standard
geometries, for which always new meshes have to be created.
For the calculation of laminated safety glass panels
generally there was need to work with volume elements.
Also the evaluation of the calculation results follows the
same pattern (deformations, stresses, proof) and so far
always explicitly has to be read out of the finite element
data.
sandwich plates.
Especially for the glass engineering practice new approaches
for considering laminated glass, insulating glass units,
point fixings and for simulating dynamic impact tests on
glass panels are included.
Design and statics of sandwich plates (laminated glass
panels) under various loads is a standard task in the
engineering practice. Glass panels varying from a rectangular
form can no more be calculated by table works or manual
formula but have to be evaluated by the method of the finite
elements.
In the field of glass design the formats are very similar, so
that the mesh generation is almost always limited to standard
geometries, for which always new meshes have to be created.
For the calculation of laminated safety glass panels
generally there was need to work with volume elements.
Also the evaluation of the calculation results follows the
same pattern (deformations, stresses, proof) and so far
always explicitly has to be read out of the finite element
data.
