Flexural Strength of Steel-Concrete Composite Beams Under Two-Point Loading
This study investigates the flexural strength of simply-supported steel–concrete composite beams under two-point loading. A total of four specimens were tested to failure for varying parameters including type of connectors (stud and channel) and number of connectors (two and four). ANSYS software wa...
Main Authors: | Sangeetha Palanivelu, Gopal S. Ramana, Vigneshwar A. Jai, Vaishnavi K., Srinidhi A. |
---|---|
Format: | Article |
Language: | English |
Published: |
Sciendo
2020-12-01
|
Series: | Civil and Environmental Engineering Reports |
Subjects: | |
Online Access: | https://doi.org/10.2478/ceer-2020-0047 |
Similar Items
-
Flexural Behaviour of a Cold-Formed Steel-Concrete Composite Beam with Channel Type Shear Connector – An Experimental and Analytical Study
by: Palanivelu Sangeetha
Published: (2019-09-01) -
Behaviour of Headed Shear Connectors in Composite Beams with Metal Deck Profile
by: Qureshi, J., et al.
Published: (2013) -
STRUCTURAL BEHAVIOR OF STEEL-CONCRETE-STEEL SANDWICH STRUCTURE WITH NEW TYPE OF SHEAR CONNECTORS
by: Hayhder A. Abdul Razzaq, et al.
Published: (2019-07-01) -
Composite slab behavior and strength analysis under static and dynamic loads
by: Florin Radu HARIGA, et al.
Published: (2012-07-01) -
Interfacial shear behavior of composite flanged concrete beams
by: Moataz Awry Mahmoud, et al.
Published: (2014-08-01)