The effects of partial shear connection in composite flush end plate joints Part I — experimental study

2006 ◽  
Vol 62 (4) ◽  
pp. 378-390 ◽  
Author(s):  
H.Y. Loh ◽  
B. Uy ◽  
M.A. Bradford
Keyword(s):  
Experimental Study ◽  
Shear Connection ◽  
End Plate

scholarly journals An Experimental Study on the shear connection for UHPC Deck Bridge

2011 ◽  
Vol 24 (5) ◽  
pp. 29-33 ◽  
Author(s):  
Dong-Min Yoo ◽  
Hoon-Hee Hwang ◽  
Sung-Tae Kim ◽  
Sung-Young Park
Keyword(s):  
Experimental Study ◽  
Shear Connection

Experimental study on standard and innovative bolted end-plate beam-to-beam joints under bending

2015 ◽  
Vol 18 (6) ◽  
pp. 1423-1450 ◽  
Author(s):  
Levente Katula ◽  
Laszlo Dunai
Keyword(s):  
Experimental Study ◽  
End Plate

Analysis and design for the resilience of shear connections

2010 ◽  
Vol 37 (12) ◽  
pp. 1581-1589 ◽  
Author(s):  
Yanglin Gong
Keyword(s):  
Progressive Collapse ◽  
Axial Deformation ◽  
Capacity Design ◽  
Analysis And Design ◽  
Shear Connection ◽  
End Plate ◽  
Beam System ◽  
Shear Connections ◽  
Parametric Studies ◽  
Plate Connection

This paper proposes an approach for quantifying the demands on shear connections under the assumption of an ineffective column. Formulas and an algorithm are developed to evaluate the axial force, axial deformation, rotation, and moment demands on beam-to-column shear connections. The analysis algorithm developed is verified using a solved example found from literature. Parametric studies are conducted to determine important parameters in the connection modeling for resilience design. Furthermore, a detailed procedure indicating how to obtain the properties of an end-plate shear connection for its resilience design is provided. Four end-plate connection examples are employed to illustrate the proposed methodology. Finally, a capacity design concept is introduced for the ductility design of shear connections. This study demonstrates that shear connections should be designed explicitly for its resilience to resist progressive collapse of a girder-and-beam system.

Experimental study of ultra-large capacity end-plate joints

2017 ◽  
Vol 128 ◽  
pp. 354-361 ◽  
Author(s):  
Gang Shi ◽  
Xuesen Chen ◽  
Dongyang Wang
Keyword(s):  
Experimental Study ◽  
Large Capacity ◽  
End Plate

Experimental study of a replaceable steel coupling beam with an end-plate connection

2016 ◽  
Vol 122 ◽  
pp. 138-150 ◽  
Author(s):  
Alireza Farsi ◽  
Farhad Keshavarzi ◽  
Pouya Pouladi ◽  
Rasoul Mirghaderi
Keyword(s):  
Experimental Study ◽  
Coupling Beam ◽  
End Plate ◽  
Plate Connection ◽  
Steel Coupling Beam
Sign in / Sign up

Export Citation Format

Share Document