scholarly journals Formation and opening of cracks in sections, normal to the longitudinal axis of combined reinforced steel-fiber concrete beams

2019 ◽  
pp. 33-37
Author(s):  
V. Bilozir ◽  
◽  
A. Podhorecki ◽  
Keyword(s):  
Steel Fiber ◽  
Concrete Beams ◽  
Longitudinal Axis ◽  
Fiber Concrete ◽  
Steel Fiber Concrete ◽  
Reinforced Steel

Behavior of Reinforced Steel‐Fiber‐Concrete Beams in Flexure

1987 ◽  
Vol 113 (12) ◽  
pp. 2439-2458 ◽  
Author(s):  
Teck‐Yong Lim ◽  
P. Paramasivam ◽  
Seng‐Lip Lee
Keyword(s):  
Steel Fiber ◽  
Concrete Beams ◽  
Fiber Concrete ◽  
Steel Fiber Concrete ◽  
Reinforced Steel

scholarly journals Numerical simulation and experiment on steel fiber concrete beams

2019 ◽  
Vol 1425 ◽  
pp. 012007 ◽  
Author(s):  
Thanh Quang Khai Lam ◽  
Dung Do Thi My ◽  
Van Thuc Ngo ◽  
Trong Chuc Nguyen ◽  
Trong Phuoc Huynh
Keyword(s):  
Numerical Simulation ◽  
Steel Fiber ◽  
Concrete Beams ◽  
Fiber Concrete ◽  
Steel Fiber Concrete ◽  
Simulation And Experiment

Influence of Crumb Rubber on Impact Energy of Steel Fiber Concrete Beams

2015 ◽  
Vol 802 ◽  
pp. 196-201
Author(s):  
Ahmed Tareq Noaman ◽  
Badorul Hisham Abu Bakar ◽  
Hazizan Md. Akil
Keyword(s):  
Impact Energy ◽  
Steel Fiber ◽  
Concrete Beams ◽  
Impact Load ◽  
Crumb Rubber ◽  
Fine Aggregate ◽  
Low Velocity ◽  
Fiber Concrete ◽  
Steel Fiber Concrete ◽  
The Impact

This paper presents the impact energy of steel fiber concrete beams at first crack and failure with different replacement ratios of crumb rubber. The test was carried out using simple low velocity drop weight test rig for both normal concrete (NC) and steel fiber concrete (SFC). The crumb rubber with particle size of 1 – 2 mm was added with replacement ratios of 5%, 15%, and 25% by volume of fine aggregate. Six batches consisting of 6 beams (100x100x500 mm) containing 0.5% of hooked end steel fibers were tested under impact load in accordance with ACI Committee 544. The specimens were tested at the age 90 days after curing in water. The results show a reduction in the compressive strength for both NC and SFC with the incorporation of crumb rubber with greater reduction at higher crumb rubber content. However, the measured impact energy for both NC and SFC was foundincreasing with the crumb rubber replacement.

scholarly journals Simulation of Prestressed Steel Fiber Concrete Beams Subjected to Shear

2016 ◽  
Vol 10 (3) ◽  
pp. 297-306 ◽  
Author(s):  
Liang Lu ◽  
P. R. Tadepalli ◽  
Y. L. Mo ◽  
T. T. C. Hsu
Keyword(s):  
Steel Fiber ◽  
Concrete Beams ◽  
Fiber Concrete ◽  
Steel Fiber Concrete
Sign in / Sign up

Export Citation Format

Share Document