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- W2394391421 abstract "In order to study the static and fatigue behavior of a new type of steel plate-concrete composite bridge decks,static loading experiment of eight specimens of the composite decks was carried out and constant-amplitude fatigue tests of six specimens were conducted.Both the influences of the transverse bars perforated the holes in the plate boundary layer(PBL) connectors and the nominal shear-span ratio of the decks on composite bridge decks' static behavior and the effects of the layout of the PBL connector,and the margin of the fatigue load as well as the numbers of fatigue load cycles on the fatigue behavior of the composite bridge decks were emphatically studied.Results show that all the specimens are failed as typical bending failure mode,and the composite bridge decks show high flexural rigidity,good ductility as well as better bearing capacity.Composite deck specimens are all failed due to the steel plate collapsing at certain fatigue load cycles related to the margin of fatigue loads and their fatigue strengths directly relate to the margin of the fatigue stress of steel plate." @default.
- W2394391421 created "2016-06-24" @default.
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- W2394391421 date "2009-01-01" @default.
- W2394391421 modified "2023-09-23" @default.
- W2394391421 title "Experiment on Static and Fatigue Behavior of Steel Plate-concrete Composite Bridge Decks" @default.
- W2394391421 hasPublicationYear "2009" @default.
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