Results 211 to 220 of about 53,373 (262)

Stainless Steel Fiber Reinforcement of Polymethylmethacrylate

Clinical Orthopaedics and Related Research, 1977
The reinforcement of polymethylmethacrylate with small caliber stainless steel fibers can significantly improve its mechanical properties. While maintaining all the advantages of unreinforced polymethylmethacrylate, it can be demonstrated that compression, flexural tension, tension and impact parameters of cement reinforced with one quarter inch long ...
B M, Fishbane, R B, Pond
openaire   +2 more sources

Effect of Corroded Steel Fibers on Mechanical Behavior of Steel Fiber Reinforced Concrete

2020
This paper presents the exposure test results of Steel Fiber Reinforced Concrete (SFRC) beams having crack width of 0.2 mm for 3 months, 1 year and 2 years. By flexural loading test, initial stiffness of the exposed SFRC beams was decreased with increasing of exposure period. And corrosion of steel fibers themselves was observed at crack surface.
Minoru Kunieda   +2 more
openaire   +1 more source

On the Effectiveness of Steel Fibers as Shear Reinforcement

ACI Structural Journal, 2013
An experimental study on steel fiber-reinforced concrete (SFRC) beams subjected to shear loading tested at the University of Brescia in recent years is presented and discussed. A total of 18 full-scale experiments were carried out, aimed at investigating the effect of randomly distributed steel fibers within the concrete matrix on shear behavior.
MINELLI, Fausto, PLIZZARI, Giovanni
openaire   +2 more sources

Performance of Hybrid Fiber Reinforced Concrete with Steel Fibers and Polypropylene Fibers

Civil Engineering and Urban Planning 2012, 2012
The geometrical size and modulus of fibers are the main factors influencing the mechanical performances of fiber reinforced concrete. The use of different type of fiber in a suitable combination may potentially improve the overall mechanical performances of concrete and result in performance synergy.
Pu Wang   +3 more
openaire   +1 more source

The Impact Effect on Steel Fiber Reinforced Concrete Beams with Different Steel Fiber Ratio

2021
Bu çalışmada çelik lif takviyeli beton kirişlerde lif oranının eğilmede çarpma davranışına etkisi araştırılmıştır. Çelik lif oranı ile eğilmede çarpma davranışı arasındaki ilişkinin belirlenmesi amacıyla aletli ağırlık düşürme sistemi kullanılmıştır. Çalışma için kontrol karışımının yanı sıra beton hacminin % 0.25 (19.5 kg/m³), % 0.50 (39 kg/m³) ve % 0.
ŞAHAN, M. Fatih, ÜNSAL, İsmail
openaire   +1 more source

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