A Simple Technique to Determine Interface Slip of Stud Connected SCC Girders
A simple technique is proposed to compute interface slip of stud connected steel-concrete composite (SCC) girders based on the results of a flexure test. The technique makes use of relative longitudinal displacement of the concrete slab and steel beam to calculate the interface slip. In the flexure...
Main Authors: | Rajasankar J., Iyer N.R., Madheswaran C.K., Anandavalli N., Lakshmanan N., Prakash A. |
---|---|
Format: | Article |
Language: | English |
Published: |
Petra Christian University
2012-01-01
|
Series: | Civil Engineering Dimension |
Subjects: | |
Online Access: | http://puslit2.petra.ac.id/ejournal/index.php/civ/article/view/18456 |
Similar Items
-
Comparison between experimental and analytical behaviour of the steel – concrete composite pushout specimen with stud and channel shear connector
by: P. SANGEETHA, et al.
Published: (2023-06-01) -
A Trilinear Model for the Load–Slip Behavior of Headed Stud Shear Connectors
by: Hao Meng, et al.
Published: (2023-01-01) -
Innovative Steel Pennon Plate-Headed Stud of Shear Connectors for Composite Structures
by: Rahul Tarachand Pardeshi, et al.
Published: (2023-05-01) -
Experimental and Numerical Analyses of Stud Shear Connectors in Steel–SFRCC Composite Beams
by: Kai Peng, et al.
Published: (2022-07-01) -
Study on the Shear Resistance Performance of Grouped Stud Connectors
by: Wenru Lu, et al.
Published: (2023-10-01)