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- W216851574 abstract "It is known that certain welded details adversely affect the fatigue life of bridge members. The utility and feasibility of steel to steel adhesive bonded connections as substitutes for such details is evaluated. Large scale fatigue tests indicated that adhesives can perform structural functions equal to those of welds without decreasing the fatigue life of beams. Representative adhesive connections on bridges and their performance criteria are broadly defined. Available structural adhesives which satisfy the design criteria are examined. Modified epoxies and acrylics are the structural adhesives most promising for bridge applications. Alternate adhesive constitutive equations and bond strength theories are reviewed. Simple linear elastic adhesive models are not sufficient to explain fully the behavior of bonded joints. Design procedures and experience which may be pertinent for the design of connections on bridges are summarized. Tests on representative epoxy and acrylic bonded joints, conducted for determining stress-strain properties, tensile, shear, bending and creep-rupture strengths, are reported. Experimental verification of the performance and durability of bonds will be required before an adhesive is used on bridges. (FHWA)" @default.
- W216851574 created "2016-06-24" @default.
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- W216851574 date "1981-11-01" @default.
- W216851574 modified "2023-09-27" @default.
- W216851574 title "FATIGUE RESISTANCE OF ADHESIVELY BONDED STRUCTURAL CONNECTIONS" @default.
- W216851574 hasPublicationYear "1981" @default.
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