Flexural Behavior of New Demountable Steel–Concrete Composite Beam with Novel Demountable Connectors
This study proposes a novel type of demountable steel–concrete composite beam (the slab is connected to the steel beam by T-shaped shear connectors, TCBs) to address the limitations of traditional composite beams, including difficulties in disassembly and challenges in resource recycling. Finite ele...
Saved in:
| Main Authors: | Jicheng Liu, Kaiwen Cen, Zhexiong Wang, Wei Li, Lili Shi |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
MDPI AG
2025-02-01
|
| Series: | Buildings |
| Subjects: | |
| Online Access: | https://www.mdpi.com/2075-5309/15/5/736 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Flexural Behavior of Concrete Beam and Slab with Novel Demountable Connectors
by: Wei Li, et al.
Published: (2025-08-01) -
Experimental and numerical study of tubular steel columns with/without demountable bolted shear connectors embedded in the concrete
by: Sabry Fayed, et al.
Published: (2025-04-01) -
Prediction of ultimate load capacity of demountable shear stud connectors using machine learning techniques
by: Ahmed I. Saleh, et al.
Published: (2025-08-01) -
Numerical Modelling and Parametric Study of Steel-Concrete Composite Slim-Floor Flexural Beam Using Dowel Shear Connectors
by: Xinxin Xu, et al.
Published: (2025-06-01) -
Behavior of Demountable Connections with Taper Threaded Mechanical Coupler (TTC) and Rebar Anchor Under Tension Load
by: Ivan Milićević, et al.
Published: (2025-03-01)