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Bearing Capacity of Stud–Bolt Hybrid Shear Connection in Segmental Composite Bridge Girders
Publisher: American Society of Civil Engineers
Bearing Capacity of Perfobond Rib Shear Connectors in Composite Girder Bridges
Publisher: American Society of Civil Engineers
Scattering of S0 and A0 Lamb Modes in a Plate With Multiple Damage
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: A study of scattering characteristics of S0 and A0 Lamb modes in an infinite isotropic plate with multiple damage is presented in this paper. Both plate theory and the wave function expansion ...
Behavior of a Continuous Composite Box Girder with a Prefabricated Prestressed-Concrete Slab in Its Hogging-Moment Region
Publisher: American Society of Civil Engineers
Abstract: The application of prestress is a very effective way to prevent the cracking of the concrete slab in the negative-moment region of continuous composite girders, and using a prefabricated prestressed-concrete slab in this ...
Coupled Effects of Concrete Shrinkage, Creep, and Cracking on the Performance of Postconnected Prestressed Steel-Concrete Composite Girders
Publisher: American Society of Civil Engineers
Abstract: Prestressed steel-concrete composite girders constructed by postconnection have gained increasing attention in bridge engineering in recent years. By prestressing the concrete slabs before connecting them with the steel ...
Fatigue Behavior of the Group Stud Shear Connectors in Steel-Concrete Composite Bridges
Publisher: American Society of Civil Engineers
Abstract: Clustering stud shear connectors with a narrow spacing to form the group studs is useful for concrete slab prefabrication in steel-concrete composite bridges; however, the group studs fatigue design has not been specified ...
Full-Scale Experimental Study on the Negative Flexural Behavior of Orthotropic Steel–Concrete Composite Bridge Deck
Publisher: American Society of Civil Engineers
Abstract: The orthotropic steel–concrete composite deck, which consists of a concrete slab, an orthotropic steel plate, and shear connectors, has been applied for ameliorating the vehicle-induced fatigue damage on steel bridge decks. ...
An Equivalent Nonconvex Regularization Model Based on the Capped-l1 Function for Structural Damage Identification
Publisher: American Society of Civil Engineers
Abstract: AbstractStructural damage identification based on sensitivity analysis can be modeled as a
sparse recovery problem, with the original formulation being an l0-norm regularization model. However, this original model is NP-hard ...
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