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Composite Construction in Steel and Concrete VI
This is the sixth in a series of conferences on this topic organized by the United Engineering Foundation and now Engineering Conferences International aimed at assessing and synthesizing the most recent advances in research and practice in the area of composite steel-concrete construction. The papers contained in this volume cover a wide variety of topics, including composite bridges, composite slabs, shear connectors, composite columns, innovative composite structural systems, fire and seismic resistance of composite structural systems, and practical applications. Seventy-six participants from seventeen countries participated in four days of presentations, panel, and informal discussions dealing with all aspects of composite construction. The conference was organized and chaired by Dr. Gian Andrea Rassati University of Cincinnati ,.
Due to the significant advantages of steel-concrete composite beams, they are widely used for accelerated bridge construction ABC. However, there is still a lack of experimental research on the proper design of ABC, especially in the slip with a different group of shear connectors. As a component of steel-concrete composite structure, shear studs play a vital role in the performance of composite structures. This paper investigates the influence of group studs in simply supported and continuous box girders. To this end, three sets of simply supported steel-concrete composite small box girders and two continuous steel-concrete composite small box girders were made with different groups of shear studs, and the slip generated along the beams was recorded under different caseloads. The results were then compared with the proposed simplified equations.
After five successful conferences, we come together once again to share the latest advances in knowledge in the area of steel-concrete composite construction. Let us use the next few days fruitfully by exchanging and discussing ideas, renewing and starting new friendships, and developing an agenda for the future of composite construction. I will also like to thank the staff of Engineering Conferences International and the Devil s Thumb Ranch for their help in putting this conference together. Enjoy your stay! Roberto Leon On behalf of the Organizing Committee. Roberto T. Jerome F.
COMPOSITE CONSTRUCTION IN STEEL AND CONCRETE VI
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Faster previews. Personalized experience. Get started with a FREE account. Fatigue design of steel and composite structures : Eurocode 3: Design of steel structures.
After five successful conferences, we come together once again to share the latest advances in knowledge in the area of steel-concrete composite construction. Let us use the next few days fruitfully by exchanging and discussing ideas, renewing and starting new friendships, and developing an agenda for the future of composite construction. I will also like to thank the staff of Engineering Conferences International and the Devils Thumb Ranch for their help in putting this conference together.
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Refereed Conference Articles with Accompanying Presentation. Varma, A. Kowalkowski, K. Prabhu, M. Huang, Z. Choe, L.
This study presents an experimental and numerical investigation on the static behavior of headed stud shear connectors in ultra-high performance concrete UHPC of composite bridges. Four push-out specimens were tested. It was found that no cracking, crushing or splitting was observed on the concrete slab, indicating that UHPC slab exhibited good performance and could resist the high force transferred from the headed studs. The numerical and experimental results indicated that the shear capacity is supposed to be composed of two parts stud shank shear contribution and concrete wedge block shear contribution. Even if the stud height was reduced from 6 d to 2 d , there was no reduction in the shear strength of a stud.
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