NEW TYPE OF TRANSITION ZONE FOR STEEL‐CONCRETE HYBRID BEAMS IN BRIDGES-Reference-Cited by-同舟云学术

NEW TYPE OF TRANSITION ZONE FOR STEEL‐CONCRETE HYBRID BEAMS IN BRIDGES

Published:2023-02 Issue:1 Volume:6 Page:173-182
ISSN:2509-7075
Container-title:ce/papers
language:en
Short-container-title:ce papers

Author:

Kozioł P.¹,Lorenc W.¹,Kożuch M.¹,Kosecki W.²,Stempniewicz A.³

Affiliation:

1. Wrocław University of Science and Technology

2. Europrojekt Gdańsk S.A.

3. FASYS MOSTY Sp. z o.o.

Abstract

AbstractA new kind of composite connection is implemented in bridge engineering in Poland, which leads to a new type of steel‐concrete beams. First innovative bridges are constructed based on in‐depth scientific works. Perfobond shear connector (PBL) concept has been combined with standard geometries of composite dowels and in this way, efficient shear connection has been created that is used in combination with composite dowels. It enables a new type of beams that have more general forms than standard composite beams – they are named hybrid beams. There are intensive R&D works going on towards optimization of the transition zone concept. The article widens the already executed experimental tests, summarises the development of the hybrid beams, and presents the application of the hybrid beams in bridges.

Publisher

Wiley

Subject

General Earth and Planetary Sciences,General Environmental Science

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/cepa.1902

Reference9 articles.

1. KoziołP. Load-bearing capacity of steel connectors in the transition zone of steel and concrete hybrid beam Report PRE No. 3/2018 (PhD dissertation) Wrocław University of Science and Technology Wrocław 2018.

2. KoziołP. KożuchM. LorencW. Analiza nośności strefy zakotwienia kształtownika stalowego w betonie na podstawie badań niszczących dwóch prefabrykatów typu V-FIT (EN. Analysis of the resistance of the anchorage zone of a steel section in concrete based on destructive tests of two V-FIT precast elements) Politechnika Wrocławska Wrocław Raport SPR 21/2017 2017.

3. Connection Capacity of the Transition Zone in Steel-Concrete Hybrid Beam

4. KoziołP. KożuchM. P. LorencW. RowińskiS. Innovative solution of transition zone in steel-concrete hybrid beam presented at the Recent progress in steel and composite structures [Dokument elektroniczny]: proceedings of the XIII International Conference on Metal Structures (ICMS2016) Zielona Góra Poland 15-17 June 2016: proceedings of the XIII International Conference on Metal Structures (ICMS2016) Zielona Góra Poland 15-17 June 2016 2016 pp.137–142.

5. KoziołP. LorencW. Analiza połączenia stali z betonem w strefie przejściowej dźwigara zespolonego stalowo-betonowego Materiały Budowlane no. 5 pp.97–98 2016.