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Fibers, Volume 10, Issue 8

August 2022 - 8 articles

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Cover Story: In the flexural strengthening of RC beams by means of innovative Steel-FRCM systems, a key goal is the evaluation of the maximum tensile strain attained at the crisis of the structural element. The experimental results obtained from tensile and bond tests can be combined in order to evaluate the end debonding strain. This latter is amplified through a suitable coefficient in order to evaluate the debonding strain in Steel-FRCM composites applied on concrete beams (intermediate debonding strain). The results demonstrate a dependence of the amplification coefficient regarding the mechanical and geometrical properties of the steel fibres. Furthermore, a simple predictive formula to evaluate the intermediate debonding strain was used. View this paper

Articles (8)

  • Article
  • Open Access
1 Citations
2,212 Views
13 Pages

19 August 2022

Computation-based mathematical models of tissue indentation are capable of predicting the distribution of forces and mechanical properties of soft tissues. This paper presents a three-dimensional mathematical model of anisotropic tissue indentation d...

  • Article
  • Open Access
2,592 Views
17 Pages

10 August 2022

Steel fibres provide ductility to concrete structures. This, in turn, gives possibility to replace or reduce conventional reinforcement in structural elements. In this study, the focus is on structural walls and the fibres as potential replacements f...

  • Article
  • Open Access
3 Citations
2,622 Views
18 Pages

4 August 2022

The strengthening of existing reinforced concrete (RC) structures by means of steel-fabric reinforced cementitious matrix (Steel-FRCM) systems has been universally recognized in the academic literature as an effective method. Several types of steel f...

  • Article
  • Open Access
17 Citations
4,014 Views
22 Pages

28 July 2022

Atmospheric plasma treatment can modify fabric surfaces without affecting their bulk properties. One recently developed, novel variant combines both plasma and UV laser energy sources as a means of energising fibre surfaces. Using this system, the tw...

  • Article
  • Open Access
6 Citations
3,221 Views
19 Pages

The Significance of Multi-Size Carbon Fibers on the Mechanical and Fracture Characteristics of Fiber Reinforced Cement Composites

  • Mohammed Abdellatef,
  • Daniel Heras Murcia,
  • Joshua Hogancamp,
  • Edward Matteo,
  • John Stormont and
  • Mahmoud M. Reda Taha

28 July 2022

One of the main challenges of using a high fiber volume content in a cement composite is the narrow margin of fiber volume content beyond which fibers can cause an adverse effect on the mechanical properties. In this paper, the significance of fiber...

  • Article
  • Open Access
6 Citations
3,589 Views
15 Pages

Statistical Modeling of Compressive Strength of Hybrid Fiber-Reinforced Concrete—HFRC

  • Uziel Cavalcanti de Medeiros Quinino,
  • Roberto Christ,
  • Bernardo Fonseca Tutikian and
  • Luis Carlos Pinto da Silva

27 July 2022

The incorporation of reinforcements is a necessity to compensate for the deficiency that concrete presents with its fragile behavior and low deformation capacity. One of the solutions to improve tensile performance is the addition of fiber in random...

  • Article
  • Open Access
3 Citations
2,707 Views
17 Pages

25 July 2022

In this study, elementary kenaf fibres were separated from fibre bundles using two different treatments. The first involved treating with nitric acid (HNO3) while the second used a mixture of hydrogen peroxide (H2O2) and acetic acid (CH3COOH). Both t...

  • Article
  • Open Access
2 Citations
2,962 Views
13 Pages

The Feasibility of Producing Particleboards with Waste Wood from Civil Construction and Epoxidized Waste Cooking Oils

  • Washington Moreira Cavalcanti,
  • Leandro Soares de Oliveira,
  • Rômulo Maziero and
  • Juan Carlos Campos Rubio

25 July 2022

The feasibility of using epoxidized waste cooking oils as a partial replacement for synthetic resins in the manufacture of lignocellulosic composites where the reinforcement is comprised of mechanically ground wood from civil construction waste wood...