Joerg Gallwoszus
RWTH Aachen University
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Archive | 2015
Markus Feldmann; Daniel Pak; Maik Kopp; Nicole Schillo; Josef Hegger; Joerg Gallwoszus
Composite dowels are known as powerful shear connectors in steel-concrete-composite girders. More and more they are used in practice especially for prefabricated composite bridges. Advantages over headed studs are in particular the increased strength, the sufficient deformation capacity even in high strength concrete and the simple application in steel sections without upper flange. However, missing provisions in standards for composite dowels with the economic clothoid and puzzle strip have led to retentions of clients and delays in the approval process. Hence, the aim of the recently finished German research project P804 [15] founded by FOSTA- Research Association for Steel Application was to solve open questions concerning these innovative shear connectors and to prepare a general technical approval available for any design office and construction company. In this paper design concepts for ultimate limit state and fatigue limit state, structural design principles and instructions for production and construction are presented and background information are given.
Stahlbau | 2014
Max Gündel; Maik Kopp; Markus Feldmann; Joerg Gallwoszus; Josef Hegger; Günter Seidl
Stahlbau | 2012
Sabine Heinemeyer; Joerg Gallwoszus; Josef Hegger
Stahlbau | 2014
Josef Hegger; Martin Claßen; Joerg Gallwoszus; Peter Schaumann; Waldemar Weisheim; Jörg Sothmann; Markus Feldmann; Dominik Pyschny; Dirk Bohne; Steen Hargus
Beton- Und Stahlbetonbau | 2014
Martin Claßen; Joerg Gallwoszus; Josef Hegger
Structural Concrete | 2016
Martin Claßen; Joerg Gallwoszus
Structural Concrete | 2016
Martin Classen; Joerg Gallwoszus; Alexander Stark
Beton- Und Stahlbetonbau | 2015
Joerg Gallwoszus; Martin Claßen; Jens Hartje
Bautechnik | 2015
Joerg Gallwoszus; Martin Claßen
Archive | 2015
Joerg Gallwoszus; Jürgen Schnell; Markus Feldmann; Josef Hegger