Shear Behavior of Hybrid Fiber Reinforced Concrete Deep Beams
Hybrid fiber reinforced concrete (HFRC) is based on a multilevel-reinforcement material design that improves both the compressive strength and tensile strength. Investigations of the mechanical performance of HFRC with two types of steel fibers were conducted experimentally. The investigated paramet...
Main Authors: | Kaize Ma, Ting Qi, Huijie Liu, Hongbing Wang |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2018-10-01
|
Series: | Materials |
Subjects: | |
Online Access: | http://www.mdpi.com/1996-1944/11/10/2023 |
Similar Items
-
Determination of residual load-bearing capacity of concrete beams at the operation stage by the strength reinforcement and concrete criterion
by: V.S. Utkin
Published: (2015-02-01) -
Experimental investigation on rectangular reinforced concrete beam subjected to bi-axial shear and torsion
by: Chayanon Hansapinyo, et al.
Published: (2003-01-01) -
Shear Strength Prediction Equations and Experimental Study of High Strength Steel Fiber-Reinforced Concrete Beams with Different Shear Span-to-Depth Ratios
by: Wisena Perceka, et al.
Published: (2019-11-01) -
Optimization of Composition and Technological Factors for the Lightweight Fiber-Reinforced Concrete Production on a Combined Aggregate with an Increased Coefficient of Structural Quality
by: Levon R. Mailyan, et al.
Published: (2021-08-01) -
Improving the Structural Characteristics of Heavy Concrete by Combined Disperse Reinforcement
by: Levon R. Mailyan, et al.
Published: (2021-06-01)