STUDI EKSPERIMENTAL KAPASITAS SAMBUNGAN TIPE PELAT TUNGGAL PADA SAMBUNGAN BALOK ANAK DENGAN BAUT
A single plate connection type makes a gusset plate that overlaps on web beam so it�s makes the axis of gusset plate is not aligned with the axis beam. This condition produces eccentricity on the forces which is transfered from gusset plate to the web of beam. Because of the eccentricity and insuf...
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| Main Authors: | , |
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| Format: | Theses and Dissertations NonPeerReviewed |
| Published: |
[Yogyakarta] : Universitas Gadjah Mada
2014
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| Subjects: | |
| Online Access: | https://repository.ugm.ac.id/133707/ http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=74489 |
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| Institution: | Universitas Gadjah Mada |
| Summary: | A single plate connection type makes a gusset plate that overlaps on web beam so
it�s makes the axis of gusset plate is not aligned with the axis beam. This condition
produces eccentricity on the forces which is transfered from gusset plate to the
web of beam. Because of the eccentricity and insufficient stifness of the gusset
plate, it occurs twisting behaviour and it reduces the capacity of single plate
connection. Issues that are going to be showed are, the capacity of single plate
connection type which is used on connection of beam with bolt, the failure
behavior, and the calculation methods that can predict accuratly the capacity of
single plate connection type in this study.
This research shows the result of experimental, analitical, and numerical studies
that suppose to resolve the issues, and it explains the negative impact of the use
single plate connection type. Three full scale tests of a single plate connection
type were conducted to examine the effects of two main test parameter which are
eccentricity in connection and stiffness of gusset plate. Moreover the cocentric
loading condition will be discussed based on finite element analysis by using
ABAQUS.
Average connection capacity from the whole result of eksperimental test is 9,39
ton. Thas result is close to the capacity value from cross sectional analytical
methode in the combination of torsional and shear capacity. The average ratio of
test-to-predict is 1,43. The failure behavior of three specimen are twisting failure
that occur gusset palte. Moreover the cocentric loading condition could increase
connection capacity. |
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