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Web tension field action of a stainless steel section with stiffened web and folded flanges under bending and shear interaction. [PDF]
Huangfu SE +5 more
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Experimental Investigation on the Bending Performance of Steel-Concrete Composite Beams After Creep. [PDF]
Ding F, Dai Y, He X, Lyu F, Duan L.
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Effective flange width provisions for composite steel bridges
Engineering Structures, 2004Abstract In the analysis and design of steel–concrete composite girders of a bridge, deflections, stresses, and strengths are typically obtained from elementary beam bending theory by utilizing the effective flange width concept. Shear lag effects are accounted for indirectly, by replacing the actual slab width by an appropriate reduced “effective ...
Amjad Aref, Stuart S Chen
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Discussion on the Effective Flange Width of the Floor
Applied Mechanics and Materials, 2014To consider the contribution of the floor to the flexural capacity of frame beams, slabs are usually equivalent to floor "effective flange width" . However, there are no academia acknowledged conclusions about the value of effective flange width was drawn.
Yan Wei Wang, Xiao Yu Sun, Wang Yan Wei
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State of the art of the effective flange width for composite T-beams
Construction and Building Materials, 2020Abstract Composite T-beams represent an efficient and economical structural beam element for a wide range of structural applications. A T-beam subjected to a positive bending moment results in part of the slab acting as the flange of the girder and resisting compression.
Reza Masoudnia
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Revisit of AASHTO Effective Flange-Width Provisions for Box Girders
Journal of Bridge Engineering, 2011The nonuniform normal stress distribution along the flange of thin-walled flexural members, such as box girders, is recognized as shear lag effects. Effective flange width is widely used to consider shear lag effects in bridge design. The existing provisions for effective flange width in AASHTO LRFD Specifications can be unconservative compared with ...
Lin Zhibin
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Toward an accurate effective flange width of composite beams
Structural Engineering and Mechanics, 1994Presented in this paper is the rigorous analysis for the determination of effective flange width for composite beams. To make the solution suitable for routine design, formulas and tables for determining effective flange width for varying load types and geometric shapes are suggested.
David Olowokere, Can M. Bilal
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ANSYS-Based Study in the New Composite Beam for Effective Flange Width
Applied Mechanics and Materials, 2014Effective flange width’s value of U-section steel-encased concrete composite beam was studied by ANSYS. Based on the static equivalent principle, the general rules of effective flange width changed with load are summarized by finite element analysis and considering the effect of 4 factors: width-span ratio, loading form, concrete thickness, and ...
Meng Zhou Lv, Han Chen Guo, Feng Tian
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Effective Width of the Free Flange of the Ship’s Wide Beam with an Axis Bend
Strength of Materials, 2021The strain-stress state (SSS) of a free flange of a constant width of the typical ship thin-walled beam with a break of an axis of I-section at elastic deformation is analyzed. The beam consists of a tapered part and prismatic parts of different heights, adjoining it.
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