Experimental Verification of Design Models in a Static and Dynamic Loading Test

Vincent Kvocak; Daniel Dubecky; Viktoria Kozlejova

doi:10.4028/www.scientific.net/KEM.763.394

Paper Titles

Cyclic Behavior of Panel Zone in Steel Moment Frame under Bidirectional Loading
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Experimental Study on a Steel-Tube Damper
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Steel Columns under Multi-Axis Seismic Loading: Experimental Findings and Design Recommendations
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Experimental Testing and Design of High Performance Shear Links for Eccentrically Braced Frames
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Experimental Verification of Design Models in a Static and Dynamic Loading Test
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Shake Table Testing of a Low Damage Steel Building with Asymmetric Friction Connections (AFC)
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Experimental Tests on Extended Stiffened End-Plate Joints within Equal Joints Project
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Experimental Test of Welded Wide Flange Fuses
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Shake Table Testing of Lightweight Steel Drywall Nonstructural Components
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HomeKey Engineering MaterialsKey Engineering Materials Vol. 763Experimental Verification of Design Models in a...

Experimental Verification of Design Models in a Static and Dynamic Loading Test

Abstract:

Nowadays more and more often investors and constructors are building constructions by combining two of the most common materials: reinforced concrete and steel. By understanding their behavior we can squeeze a mountain of used material with better results. They make it possible to take advantage of good mechanical properties of concrete in compression and steel in tension. One of the commonest types of composite structures is deck bridges with encased filler beams. These types of construction have been employed in Slovakia and all over Europe without any major change since the beginning of the 19^th century. Several steel sections of modified shapes and dimensions were designed and tested in the Laboratories of the Institute of Structural Engineering at the Technical University in Košice. The main goal was to design and experiment with deck bridges made of various sections so as to maximise their cost-effectiveness by reducing the amount of steel consumed. Based on theoretical analyses, specimens were prepared in the laboratory, consisting of a variety of fully encased steel sections. It was cast into the prepared steel formwork placed on a fixed bearing plate so as to prevent deflection of composite beams during the concreting process.

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Periodical:

Key Engineering Materials (Volume 763)

Pages:

394-399

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.763.394

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Online since:

February 2018

Authors:

Vincent Kvocak, Daniel Dubecky*, Viktoria Kozlejova

Keywords:

Composite Beams, Dynamic Tests, Failure, Fatigue, Tensile Tests

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References

[1] H. Bryan, Fatigue in Composite Structures, Cambridge (2003) ISBN 1 85573 608 - X.

Google Scholar

[2] J. Vičan, J. Odrobiňák, J. Gocál, R, Hlinka, Remarks from Diagnostics and Load-Carrying Capacity Estimation of Existing Railway Bridges, 8th International Conference on Short and Medium Span Bridges, Niagara Falls, Canada (2010) paper #GC-150.

DOI: 10.2478/v10299-012-0001-6

Google Scholar

[3] M. Ružička, M. Hanke, M. Rost, Dynamic strength and durability, ČVUT, Prague (1987).

Google Scholar

[4] V. Kvočák, V. Kožlejová, Research into Filler-Beam Deck Bridges with Encased Beams of Various Sections, Technical Gazette. Vol. 18, no. 3, pp.385-392. (2011) ISSN 1330-3651.

DOI: 10.1016/j.proeng.2016.08.288

Google Scholar