Flexural Behavior of Concrete Composite Beams with New Steel Tube Section and Different Shear Connectors
Hollow sections of steel are widely used in many engineering applications as structural members. This paper aims at studying the flexural behavior of a composite beams with steel tubes sections through a series of bending tests in order to study and examine the influence of the steel tube section sh...
Main Authors: | Amer M. Ibrahim, Wissam D. Salman, Fahad M. Bahlol |
---|---|
Format: | Article |
Language: | English |
Published: |
Tikrit University
2019-03-01
|
Series: | Tikrit Journal of Engineering Sciences |
Subjects: | |
Online Access: | https://tj-es.com/ojs/index.php/tjes/article/view/110 |
Similar Items
-
Flexural Behavior of Concrete Composite Beams with New Steel Tube Section and Different Shear Connectors
by: Amer M. Ibrahim, et al.
Published: (2019-03-01) -
Effect of Steel Tube Thickness on Flexural Behavior of Concrete Composite Beams Using Different Section Shapes
by: Fahad M. Bahlol, et al.
Published: (2019-12-01) -
Investigation of Steel-Concrete Composite Beams with Different Types of Shear Connectors
by: Suhaib Y. K. Al-Darzi, et al.
Published: (2013-08-01) -
Testing and Analysis of Concrete-Filled Square Hollow Section Stub Columns with Perfobond Leister Rib
by: Gao Cheng, et al.
Published: (2019-01-01) -
Plate with holes as shear connector in cold formed steel composite beams
by: O. P. AGUIAR, et al.
Published: (2019-07-01)