1978
DOI: 10.2208/jscej1969.1978.17
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Shear Strength of Plate Girders With Diagonally Stiffened Webs

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Cited by 11 publications
(5 citation statements)
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“…The first type of stiffened plate model (called Type-1), which is simply supported diagonally, is shown in Figure 5a. Yonezawa [12] assumed that the stiffeners were rigid and could completely restrain the out-of-plane displacement of the diagonals. When the simply supported edges are used to simulate the rigid stiffeners, the results are called critical buckling coefficient k cr0 .…”
Section: Database 41 Fe Setting and Verificationmentioning
confidence: 99%
See 1 more Smart Citation
“…The first type of stiffened plate model (called Type-1), which is simply supported diagonally, is shown in Figure 5a. Yonezawa [12] assumed that the stiffeners were rigid and could completely restrain the out-of-plane displacement of the diagonals. When the simply supported edges are used to simulate the rigid stiffeners, the results are called critical buckling coefficient k cr0 .…”
Section: Database 41 Fe Setting and Verificationmentioning
confidence: 99%
“…In addition, the relationship between flexure rigidity of stiffeners and critical buckling stress was analyzed for transversely and longitudinally stiffened plates, and the limit of the stiffness ratio was given, thus establishing the foundation for the research of buckling stability of stiffened plates. Mikami [11] and Yonezawa [12] investigated the buckling behavior of diagonally stiffened plates simply supported on four edges. Yuan et al [13] considered the flexural rigidity of the open diagonal stiffeners, and studied the shear behavior of diagonally stiffened stainless-steel girders using the finite element (FE) software.…”
Section: Introductionmentioning
confidence: 99%
“…Yonezawa et al (1978) proposed an ultimate shear strength theory for plate girders with webs diagonally stiffened between vertical stiffeners. Fujii's formulas and Komatsu's also give good results, but they are more complicated.…”
Section: Shear Strength Of Plate Girdersmentioning
confidence: 99%
“…Jensen & Antoni and with two models based on the methodology proposed by Yonezawa [4], complemented with the works of Rockey & Škaloud [9] and Basler [10]. To the extent of the authors' knowledge, these are the works explicitly giving a methodology for the assessment of shear buckling of steel plated girders.…”
Section: Introductionmentioning
confidence: 99%