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Effective Flange Width for Stress‐Laminated T‐System Timber Bridges
Journal of Structural Engineering, 1993Stress-laminated T-system timber bridges consist of laminated deck sections combined with glued-laminated timber beams compressed transversely with high-strength steel bars. In the design of these structures, a deck-and-beam T-section is isolated and analysed as a T-beam. This paper presents a regression equation for the computation of effective flange
J. F. Davalos, H. A. Salim
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Investigations On the Effective Width of Wide Flange Steel Girders
ce/papersAbstractEffective width, as presented in Eurocode 3 is analysed. Efforts have been made to distinguish between the behaviour of the various structural parts acting as wide flanges. Different mechanical models are adopted: for the bridge deck plate between girders, for the cantilever deck part, and for the bottom plate of box girders with the ...
Encho Dulevski +2 more
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Effect of Flange Radius and Width on the Fatigue Life of Wheel Hub under Cornering Loads
SAE Technical Paper Series, 2020<div class="section abstract"><div class="htmlview paragraph">Automotive manufacturers are concerned about the safety of its customers. Safety critical components like wheel hub are designed considering the severe loads generated from various customer usage patterns. Accelerated tests, which are derived from Real World Usage Patterns (RWUP),
Srikrishna Koduri +2 more
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Finite strip evaluation of effective flange width of bridge girders: Discussion
Canadian Journal of Civil Engineering, 1979The authors are commended for doing a useful study on the effective widths of flanges in beam and slab and box-girder bridges. The fact that the effective flange widths increase with the level of load in the zone of nonlinear behaviour is confirmed by several research workers. Dowling et al.
Baidar Bakht, Michael Holowka
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Predicting the Effective Flange Width of a CLT Slab in Timber Composite Beams
Journal of Structural Engineering, 2018AbstractA timber composite beam consists of a cross-laminated timber (CLT) panel attached to a girder such as a laminated veneer lumber (LVL) beam.
Reza Masoudnia +2 more
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Effects of Flange Width Ratio on the Residual Stresses in Welded Monosymmetric I-Section
Applied Mechanics and Materials, 2014This paper used ANSYS finite element software to simulate the residual stress of the welded monosymmetric I-section and obtain residual stress distribution curves, analyzed the influence of flange width ratio on welding residual stress peak value and the stress distribution.
Zhuang Nan Zhang, Xin Zhao, Ya Nan Zhao
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Effective flange width of simply supported box girder under uniform load
Acta Mechanica Solida Sinica, 2010A new method for the determination of effective flange width under uniform load on simply supported box girder bridges considering shear lag effect is proposed in this paper. Based on the Symplectic Elasticity method, the flange slab of the box girder is simplified into a plane stress plate. Using equilibrium conditions of the plates, the Hamilton dual
Xuxi Qin, Hanbing Liu
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Evaluation of effective flange width by shear lag model for orthotropic FRP bridge decks
Composite Structures, 2011Abstract In bridge engineering, the three-dimensional behavior of a bridge system is usually reduced to the analysis of a T-beam section with a reduced width of deck in relation to center-to-center spacing of stringers, over which the longitudinal normal stresses are assumed to be uniformly distributed, which is termed as effective flange width.
Bin Zou +3 more
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Effective flange width of steel–concrete composite beam with partial openings in concrete slab
Materials and Structures, 2014Openings often existed in the concrete flange of steel–concrete composite floors in practical structures, affecting the mechanical behavior of composite floors, such as bearing capacity, rigidity and stability. In this paper, the effective flange width of steel–concrete composite beams with openings in the concrete slab was studied by finite element ...
Yu-Hang Wang, Jian-Guo Nie
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Investigation of effective flange width formulas for T-beams
2020öz T-KİRİŞLER İÇİN ETKİLİ TABLA GENİŞLİĞİ FORMÜLLERİNİN İNCELENMESİ AYGAR, Altan Yüksek Lisans, İnşaat Mühendisliği Bölümü Tez Yöneticisi: Prof. Dr. Mehmet UTKU Ortak Tez Yöneticisi: Prof. Dr. Çetin YILMAZ Aralık 1999, 51 sayfa Çoğu betonarme sistemleri monotitikdir.
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