Prospective study on the behaviour of composite beams with an indented shear connector

[1]  E. Oguejiofor,et al.  A parametric study of perfobond rib shear connectors , 1994 .

[2]  K. F. Chung,et al.  Composite column design to Eurocode 4 : based on DD ENV 1994-1-1: 1994 Eurocode 4: design of composite steel and concrete structures: part 1.1: general rules and rules for buildings , 1994 .

[3]  M. U. Hosain,et al.  Numerical analysis of push-out specimens with perfobond rib connectors , 1997 .

[4]  Isabel Valente,et al.  Design and experimental analysis of a new shear connector for steel and concrete composite structures , 2006 .

[5]  Paulo J. S. Cruz,et al.  AVALIAÇÃO DE DESEMPENHO DE UM CONECTOR DE CISALHAMENTO PARA SISTEMAS DE PISO MISTOS COM PRÉ-LAJE DE CONCRETO PERFORMANCE EVALUATION OF A SHEAR CONNECTOR FOR COMPOSITE FLOOR SYSTEMS WITH PRECAST SLAB WITH TOPPING , 2008 .

[6]  Isabel Valente,et al.  Experimental analysis of shear connection between steel and lightweight concrete , 2009 .

[7]  Wojciech Lorenc,et al.  Testing procedures in evaluation of resistance of innovative shear connection with composite dowels , 2010 .

[8]  Ushijima Yoshitaka,et al.  AN EXPERIMENTAL STUDY ON SHEAR CHARACTERISTICS OF PERFOBOND STRIP AND ITS RATIONAL STRENGTH EQUATIONS , 2010 .

[9]  Oliver Hechler,et al.  Continuous Shear Connectors in Bridge Construction , 2011 .

[10]  Josef Hegger,et al.  Zum Trag- und Verformungsverhalten von Verbundträgern aus ultrahochfestem Beton mit Verbundleisten , 2011 .

[11]  Günter Seidl,et al.  Composite Dowels in Bridges - Efficient Solution , 2013 .

[12]  Wojciech Lorenc,et al.  Study on Fatigue Cracks in Steel – Concrete Shear Connectors Composite Dowels MCL , 2014 .

[13]  Wojciech Lorenc,et al.  The behaviour of puzzle-shaped composite dowels — Part I: Experimental study , 2014 .

[14]  Wojciech Lorenc,et al.  The behaviour of puzzle-shaped composite dowels — Part II: Theoretical investigations , 2014 .

[15]  Wojciech Lorenc The design concept for the steel part of a composite dowel shear connection , 2016 .

[16]  Wojciech Lorenc Non‐linear behaviour of steel dowels in shear connections with composite dowels: design models and approach using finite elements , 2016 .

[17]  Markus Feldmann,et al.  Composite dowels as shear connectors for composite beams – background to the German technical approval , 2016 .

[18]  Thi Hai Vinh Chu,et al.  Shear Resistance Behaviors of a Newly Puzzle Shape of Crestbond Rib Shear Connector: An Experimental Study , 2016 .

[19]  Van Phuoc Nhan Le,et al.  Behavior of steel and concrete composite beams with a newly puzzle shape of crestbond rib shear connector: an experimental study , 2016 .

[20]  M. Classen,et al.  Shear-slip behaviour and ductility of composite dowel connectors with pry-out failure , 2017 .

[21]  Wojciech Lorenc The model for a general composite section resulting from the introduction of composite dowels , 2017 .

[22]  M. Classen,et al.  Assessing the pry-out resistance of open rib shear connectors in cracked concrete – Engineering model with aggregate interlock , 2017 .