Impact behavior of no-stirrup Reinforced Concrete Beam with Cushion
The purpose of this study is to clarify impact response of no-shear-reinforcement reinforced concrete (RC) beams having cushion layers subjected to impact loading. The beams, which are designed with Polystyrene (Beam S type) and Polycarbonate (Beam P type), were tested by drop-weight experiment with...
Main Authors: | Tung Thanh Pham, Yusuke Kurihashi |
---|---|
Format: | Article |
Language: | English |
Published: |
Elsevier
2023-07-01
|
Series: | Case Studies in Construction Materials |
Subjects: | |
Online Access: | http://www.sciencedirect.com/science/article/pii/S221450952200941X |
Similar Items
-
Performance of reinforced concrete beam with cushion subjected to impact loading
by: Tung Thanh Pham, et al.
Published: (2022-06-01) -
Impact response of reinforced concrete beam with cushion using finite-element analysis
by: Tung Thanh Pham, et al.
Published: (2022-12-01) -
NUMERICAL STUDY OF CONCRETE DEEP BEAMS REINFORCED BY INCLINED WEB STIRRUPS
by: Ahmed Drar, et al.
Published: (2022-05-01) -
Prediction of shear strength of FRP reinforced beams with and without stirrups using (GP) technique
by: Ahmed M. Ebid, et al.
Published: (2021-09-01) -
Effect of stirrup corrosion on the shear strength of reinforced concrete short beams
by: Ahmed K. El-Sayed, et al.
Published: (2016-04-01)