Flexural Fatigue Performance of Steel Fiber Reinforced Expanded-Shales Lightweight Concrete Superposed Beams with Initial Static-Load Cracks
Concerning the structural applications of steel fiber reinforced expanded-shales lightweight concrete (SFRELC), the present study focuses on the flexural fatigue performance of SFRELC superposed beams with initial static-load cracks. Nine SFRELC superposed beams were fabricated with the SFRELC depth...
Main Authors: | Fulai Qu, Changyong Li, Chao Peng, Xinxin Ding, Xiaowu Hu, Liyun Pan |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2019-10-01
|
Series: | Materials |
Subjects: | |
Online Access: | https://www.mdpi.com/1996-1944/12/19/3261 |
Similar Items
-
Effect of Steel Fiber Content on Shear Behavior of Reinforced Expanded-Shale Lightweight Concrete Beams with Stirrups
by: Changyong Li, et al.
Published: (2021-02-01) -
Shear testing of steel fiber reinforced expanded-shale lightweight concrete beams with varying of shear-span to depth ratio and stirrups
by: Changyong Li, et al.
Published: (2021-06-01) -
Testing and Prediction of Shear Performance for Steel Fiber Reinforced Expanded-Shale Lightweight Concrete Beams without Web Reinforcements
by: Xiaoke Li, et al.
Published: (2019-05-01) -
Flexural Behaviour Of Reinforced Concrete Beams Containing Expanded Glass As Lightweight Aggregates
by: Khatib Jamal, et al.
Published: (2015-12-01) -
Ductility and flexure of lightweight expanded clay basalt fiber reinforced concrete slab
by: Vera V. Galishnikova, et al.
Published: (2021-12-01)