Shear Behavior Models of Steel Fiber Reinforced Concrete Beams Modifying Softened Truss Model Approaches
Recognizing that steel fibers can supplement the brittle tensile characteristics of concrete, many studies have been conducted on the shear performance of steel fiber reinforced concrete (SFRC) members. However, previous studies were mostly focused on the shear strength and proposed empirical shear...
Main Authors: | Joo-Won Kang, Soo-Yeon Seo, Kang Su Kim, Jin-Ha Hwang, Deuck Hang Lee, Hyunjin Ju |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2013-10-01
|
Series: | Materials |
Subjects: | |
Online Access: | http://www.mdpi.com/1996-1944/6/10/4847 |
Similar Items
-
A Monotonic Smeared Truss Model to Predict the Envelope Shear Stress—Shear Strain Curve for Reinforced Concrete Panel Elements under Cyclic Shear
by: Luís Bernardo, et al.
Published: (2021-03-01) -
Shear Behavior of Concrete Encased Steel Truss Composite Girders
by: Chisung Lim, et al.
Published: (2021-02-01) -
Numerical Analysis of Reinforced Masonry Shear Walls Using the Nonlinear Truss Approach
by: Williams, Scott A.
Published: (2014) -
Explicit calculation method for shear bearing capacity of RC beam with rectangular section based on the FASTM
by: Ruisheng Feng, et al.
Published: (2020-01-01) -
Study on shear connection of bridge steel truss and concrete slab deck
by: Josef Machacek, et al.
Published: (2017-01-01)