scholarly journals Erratum for “Effect of Adhesive through Pilot Pull-Out Tests on Handcrafted Headed Studs Postinstalled in Steel Fiber Concrete” by Aaron Kadima Lukanu Lwa Nzambi, Jeandry Bule Ntuku, and Dênio Ramam Carvalho de Oliveira

2022 ◽  
Vol 27 (1) ◽  
pp. 08221002
Author(s):  
Aaron Kadima Lukanu Lwa Nzambi ◽  
Jeandry Bule Ntuku ◽  
Dênio Ramam Carvalho de Oliveira
Keyword(s):  
Steel Fiber ◽  
Pull Out ◽  
Fiber Concrete ◽  
Steel Fiber Concrete

Effect of Adhesive through Pilot Pull-Out Tests on Handcrafted Headed Studs Postinstalled in Steel Fiber Concrete

2021 ◽  
Vol 26 (4) ◽  
pp. 05021005
Author(s):  
Aaron Kadima Lukanu Lwa Nzambi ◽  
Jeandry Bule Ntuku ◽  
Dênio Ramam Carvalho de Oliveira
Keyword(s):  
Steel Fiber ◽  
Pull Out ◽  
Fiber Concrete ◽  
Steel Fiber Concrete

Numerical Simulation of the Fiber Pulled out from Steel-Fiber Concrete

2015 ◽  
Vol 723 ◽  
pp. 427-430
Author(s):  
Jun Liu
Keyword(s):  
Steel Fiber ◽  
Influencing Factor ◽  
Test Results ◽  
Element Analysis ◽  
Concrete Shrinkage ◽  
Pull Out ◽  
Fiber Concrete ◽  
Steel Fiber Concrete ◽  
Interface Contact ◽  
Concrete Matrix

ANSYS finite element analysis software is used to simulate the pull-out process of hooked-end steel fiber from concret in this paper. The contact element is adapted to simulate the interface contact of fiber and concrete, the effect of concrete matrix damage is ignored, the plastic deformation of fibers is considered and the numerical results is good compared with test results. In addition, the effect of some influencing factor on the pull-out process of fibers such as the interface friction coefficient, elastic modulus of matrix, the tensile strength of steel fiber and concrete shrinkage characteristics are discussed.

scholarly journals Experimental and theoretical studies of biaxially prestressed steel-fiber-concrete slabs.

2018 ◽  
Vol 2 (3) ◽  
pp. 10-14
Author(s):  
Oleksandr Zhuravskyi ◽  
Andriy Gorobetc
Keyword(s):  
Steel Fiber ◽  
Physical Nonlinearity ◽  
Concrete Slabs ◽  
Theoretical Studies ◽  
Transverse Loading ◽  
Software Complex ◽  
Fiber Concrete ◽  
Steel Fiber Concrete ◽  
Experimental And Theoretical Studies

The article presents the results of experimental and theoretical studies of strength and deformability of steel-fiber concrete double-sided pre-stress slabs under the action of transverse loading. The simulation of such plates in the software complex LIRA-SAPR was performed taking into account the physical nonlinearity of materials.

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

scholarly journals Influence of steam curing on properties of fiber-reinforced concrete during hardening

2018 ◽  
Vol 251 ◽  
pp. 01031
Author(s):  
Vadim Soloviev ◽  
Marsel Nurtdinov ◽  
Sergey Belikov ◽  
Evgeniy Matyushin
Keyword(s):  
Steel Fiber ◽  
Mechanical Performance ◽  
Thermal Capacity ◽  
Fiber Reinforced Concrete ◽  
Steam Curing ◽  
Curing Conditions ◽  
Production Stage ◽  
Concrete Production ◽  
Fiber Concrete ◽  
Steel Fiber Concrete

To increase the efficiency of steel-fiber concrete production, the existing technological operations that could reduce the costs should be optimized. This process requires scientific research and analysis of the existing results to improve the efficiency of each production stage. One of the important stages in the steel-fiber concrete production is steam curing, which is responsible for forming the cementitious matrix structure. To increase the efficiency of this production stage, a study was conducted to develop the steam curing conditions according to the rules of steel-fiber concrete structure formation and the methods of improving durability indicators. Tests on several steel-fiber concrete compositions were conducted, and the relations between its thermal conductivity and the reinforcement coefficient of concrete were revealed. The results of the tests let us conclude that with the increase of the reinforcement coefficient its thermal capacity decreases. The temperature gradient charts along the cross-section of samples with different cement/sand ratios and reinforcement coefficients were built. According to the data obtained, the optimal industrial conditions of steam curing were discovered. The dependences determining the increase of mechanical performance of steel-fiber concrete due to the formation of prestressed fiber structure in the material were revealed.

Research of the Sprayed Steel Fiber Concrete Application in Tunnel Construction

2012 ◽  
Vol 424-425 ◽  
pp. 908-911
Author(s):  
Xian Long Luo ◽  
Li Zeng Li ◽  
Hui Zeng Yin
Keyword(s):  
Tensile Strength ◽  
Steel Fiber ◽  
Economic Effect ◽  
Tunnel Construction ◽  
Concrete Application ◽  
Resistance To Deformation ◽  
Fiber Concrete ◽  
Steel Fiber Concrete ◽  
Underground Chamber

The spayed concrete is blended with steel fiber,which can improve tensile strength and higher resistance to deformation. This method is applied to support underground chamber surrounded by weak wallrock or chamber bearing great load. this paper accounts for the theory of sprayed steel fiber concrete and its application in tunnelling construction.And aslo, its comprehensive economic effect will be emphasized in comparison with jetting concrete net from the aspects of technology,safety and economy.

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