Seismic behavior of steel i-beams modified by a welded haunch and reinforced with glass fiber reinforced polymers
tarafından
 
Özdemir, Timur.

Başlık
Seismic behavior of steel i-beams modified by a welded haunch and reinforced with glass fiber reinforced polymers

Yazar
Özdemir, Timur.

Yazar Ek Girişi
Özdemir, Timur.

Yayın Bilgileri
[s.l.]: [s.n.], 2009.

Fiziksel Tanımlama
ix,55 leaves.: ill. + 1 computer laser optical disc.

Özet
Flange and web local buckling in beam plastic hinge regions of welded steel moment frames (SMF) can prevent beam-column connections to achieve adequate plastic rotations under earthquake-induced forces. As the use of fiber reinforced polymers (FRP) have increased in strengthening and repair of steel members in recent years, using FRPs in stabilizing local instabilities have also attracted attention. Generally, high modulus carbon FRP (CFRP) laminates, with elastic modulus similar to that of steel, are preferred in strengthening applications. On the other hand, glass FRP (GFRP) has a much smaller modulus than that of steel, typically one order of magnitude less, which limits its use in strengthening applications. However, this modulus mismatch is an asset when the primary goal is to stabilize inelastic local buckling with the least possible strength increase in the section. In a steel-GFRP hybrid system, while the low modulus of GFRP will not allow a significant strength increase in the beam, the flexural strength of GFRP can provide bracing to the underlying steel, which is flowing plastically. In this research study, the cyclic behavior of steel beams modified by a triangular haunch welded to the beam bottom flange only and reinforced with GFRP laminates at beam flanges have been investigated by finite element analysis (FEA). Cantilever I-sections with flange-web slenderness ratios higher then those stipulated in current seismic design specifications are analyzed under reversed cyclic loading. Both bare beam sections and sections reinforced with GFRP are investigated. The effects of GFRP thickness, width, and length on stabilizing local buckling are investigated. The flexural resistance of the beams at column face, interlaminar shear stresses in GFRP strips, and shear stresses at beam-GFRP binding surface are examined. The results reveal that the plastic rotation capacity of steel beams can be enhanced by the use of GFRP strips.

Konu Başlığı
Steel I-beams.
 
Fibrous composites.
 
Earthquake resistant design.

Yazar Ek Girişi
Eğilmez, O. Özgür.

Tüzel Kişi Ek Girişi
İzmir Institute of Technology. Civil Engineering.

Tek Biçim Eser Adı
Thesis (Master)--İzmir Institute of Technology: Civil Engineering.
 
İzmir Institute of Technology: Civil Engineering--Thesis (Master).

Elektronik Erişim
Access to Electronic Version.


LibraryMateryal TürüDemirbaş NumarasıYer NumarasıDurumu/İade Tarihi
IYTE LibraryTezT000211TA660.S67 O99 2009Tez Koleksiyonu