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1. Identity statement
Reference TypeReport
Sitemarte3.sid.inpe.br
Holder Codeisadg {BR SPINPE} ibi 8JMKD3MGPCW/3DT298S
Identifier6qtX3pFwXQZ3r59YCT/GUnJo
Repositorysid.inpe.br/iris@1905/2005/07.29.05.31   (restricted access)
Last Update2015:07.07.17.31.25 (UTC) marciana
Metadata Repositorysid.inpe.br/iris@1905/2005/07.29.05.31.41
Metadata Last Update2018:06.06.04.03.14 (UTC) administrator
Report NumberINPE-6402-PRP/207
Label7770
Citation KeyMeijerink:1995:OpMaSt
TitleOptimization Masco structure
Year1995
Secondary Date19971215
Access Date2024, May 05
TypePRP
Number of Pages87
Number of Files1
Size1877 KiB
2. Context
AuthorMeijerink, G. G. T.
GroupINPE-MCT-BR
InstitutionINPE
CitySao Jose dos Campos
History (UTC)2014-09-29 15:13:37 :: administrator -> marciana :: 1995
2015-07-07 17:31:26 :: marciana -> administrator :: 1995
2018-06-06 04:03:14 :: administrator -> marciana :: 1995
3. Content and structure
Is the master or a copy?is the master
Content Stagecompleted
Transferable1
KeywordsENGENHARIA E TECNOLOGIA ESPACIAL
AbstractThe MASCO project consists of an astronomical experiment designed to investigate X and Gamma rays in our galaxy. A telescope will be used to measure these rays. The telescope and the equipments are supported by a truss structure. The truss structure with the telescope and the equipments will be lifted with a stratospheric balloon to an altitude around 40 Km. After the experiments have been executed the MASCO structure will be released from the balloon. A parachute is foreseen to minimize the velocity at impact. The structure and telescope shall survive the landing loads. It is important to minimize the mass of the structure because a lower mass means a lighter and smaller balloon and lighter and less expensive ground equipment (e.g. trucks needed to hold the balloon during inflation). By using the optimizer available in MSC/NASTRAN a mass reduction of the MASCO-structure of around 30 is obtained. The total mass of the proposed structure after optimization is 179 Kg (previous estimate 300 Kg). In the optimization program 15 design variables are selected. Seven representing widths of squared cross section BARS, seven representing wall thicknesses and one representing a platform thickness. The BAR dimensions finally selected have been defined according to a Brazilian supplier standard sizes. Using a optimization tool available in MSC/NASTRAN has several advantages with respect to a 'standard finite element analysis': 1) The optimizer prints retained analysis responses that are within a certain specified percentage of the allowable value. The corresponding critical elements are also printed. This automates the search for critical locations thus making investigation of the analysis results much easier. 2) The optimizer allows the user to define equations that can for instance represent a certain analysis response that normally would not be calculated (e.g. Euler- or local buckling equations). 3) The optimizer allows control of responses like allowable displacements that otherwise could only be realized with a time consuming iterative process.
AreaETES
doc Directory Contentaccess
source Directory Contentthere are no files
agreement Directory Contentthere are no files
4. Conditions of access and use
Target FileINPE-6402-PRP-207.pdf
User Groupadministrator
marciana
Visibilityshown
Read Permissiondeny from all and allow from 150.163
Update Permissionnot transferred
5. Allied materials
Host Collectionsid.inpe.br/banon/2001/04.03.15.36
6. Notes
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7. Description control
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