Behavior of Connection Rotations Composite Steel Beam with Partial Strength using Trapezoid Web Profiled
| Main Authors: | Saggaff, Anis, Tahir, Mahmood Md., Sulaiman, Arizu |
|---|---|
| Format: | BookSection PeerReviewed application/pdf |
| Terbitan: |
Universitas Sriwijaya
, 2011
|
| Subjects: | |
| Online Access: |
http://eprints.unsri.ac.id/1428/1/BEHAVIOUR_OF_CONNECTION_ROTATION_CRISU.pdf http://eprints.unsri.ac.id/1428/ |
| ctrlnum |
1428 |
|---|---|
| fullrecord |
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<dc schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd"><title>Behavior of Connection Rotations Composite Steel Beam with Partial Strength using Trapezoid Web Profiled</title><creator>Saggaff, Anis</creator><creator>Tahir, Mahmood Md.</creator><creator>Sulaiman, Arizu</creator><subject>TA Engineering (General). Civil engineering (General)</subject><description>In steel structures, the connections will be designed whether simple, semi-continuous, or continuous
construction, either using non-composite or composite connections. Many constructions are usually designed
as simple which associated with simple construction or rigid which is associated with continuous
construction. However, the actual behaviour between these two extreme cases is taken placed between
simple and rigid, which is semi-rigid connection. The use of partial strength or semi-rigid connections for
composite has been adviced by codes and studies doe to few researches doing on this field. The matter known
as semi-continuous construction have proven that substantial savings in steel weight of the overall
construction using non composite or composite connections. The objective of this paper is to present the
behaviour of partial strength connections flush end plate full of composite steel beam with partial strength
connections using Trapezoid Web Profiled (TWP) steel sections and Universal Beam (UB). The composite
TWP steel section, built up section with the flange designed using S355 steel section and the web is designed
using S275 steel section. Four full scale tests have been carried out for composite beams with flush and
extended end-plate connections as partial strength composite connections. The use of partial strength
composite connections will also reduce the deflection of the beam as suggested by the Steel Construction Institute (SCI). The moment resistances and the deflection of the composite beam presented in this paper, and the behavior of end-plate connections showed extremely good agreement between experimental values and the predicted values. The results have shown that the partial restrained of the composite connections has contributed to the reduction in the deflection, the increase in the moment resistance of the beam, and the the restrain of rotation on the composite connections of the design of TWP steel section as a beam.</description><publisher>Universitas Sriwijaya</publisher><date>2011</date><type>Book:BookSection</type><type>PeerReview:PeerReviewed</type><type>File:application/pdf</type><identifier>http://eprints.unsri.ac.id/1428/1/BEHAVIOUR_OF_CONNECTION_ROTATION_CRISU.pdf</identifier><identifier>Saggaff, Anis and Tahir, Mahmood Md. and Sulaiman, Arizu (2011) Behavior of Connection Rotations Composite Steel Beam with Partial Strength using Trapezoid Web Profiled. In: Proceedings of the International Seminar Crisu. Universitas Sriwijaya, Palembang. ISBN 978-979-98938-5-7</identifier><relation>http://eprints.unsri.ac.id/1428/</relation><recordID>1428</recordID></dc>
|
| format |
Book:BookSection Book PeerReview:PeerReviewed PeerReview File:application/pdf File |
| author |
Saggaff, Anis Tahir, Mahmood Md. Sulaiman, Arizu |
| title |
Behavior of Connection Rotations Composite Steel Beam with Partial Strength using Trapezoid Web Profiled |
| publisher |
Universitas Sriwijaya |
| publishDate |
2011 |
| isbn |
9789799893857 |
| topic |
TA Engineering (General). Civil engineering (General) |
| url |
http://eprints.unsri.ac.id/1428/1/BEHAVIOUR_OF_CONNECTION_ROTATION_CRISU.pdf http://eprints.unsri.ac.id/1428/ |
| contents |
In steel structures, the connections will be designed whether simple, semi-continuous, or continuous
construction, either using non-composite or composite connections. Many constructions are usually designed
as simple which associated with simple construction or rigid which is associated with continuous
construction. However, the actual behaviour between these two extreme cases is taken placed between
simple and rigid, which is semi-rigid connection. The use of partial strength or semi-rigid connections for
composite has been adviced by codes and studies doe to few researches doing on this field. The matter known
as semi-continuous construction have proven that substantial savings in steel weight of the overall
construction using non composite or composite connections. The objective of this paper is to present the
behaviour of partial strength connections flush end plate full of composite steel beam with partial strength
connections using Trapezoid Web Profiled (TWP) steel sections and Universal Beam (UB). The composite
TWP steel section, built up section with the flange designed using S355 steel section and the web is designed
using S275 steel section. Four full scale tests have been carried out for composite beams with flush and
extended end-plate connections as partial strength composite connections. The use of partial strength
composite connections will also reduce the deflection of the beam as suggested by the Steel Construction Institute (SCI). The moment resistances and the deflection of the composite beam presented in this paper, and the behavior of end-plate connections showed extremely good agreement between experimental values and the predicted values. The results have shown that the partial restrained of the composite connections has contributed to the reduction in the deflection, the increase in the moment resistance of the beam, and the the restrain of rotation on the composite connections of the design of TWP steel section as a beam. |
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