An experimental investigation of the fatigue behavior of sisal fibers

The tensile fatigue behavior of individual sisal fibers was investigated. The fatigue behavior was examined in terms of the stress versus cycles and stress–strain hysteresis behavior of the fibers. Fibers were tested at stress levels ranging between 80 and 400 MPa. The sisal fibers did not fatigue b...

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Published in:Materials science & engineering. A, Structural materials : properties, microstructure and processing Vol. 516; no. 1; pp. 90 - 95
Main Authors: Silva, Flavio de Andrade, Chawla, Nikhilesh, de Toledo Filho, Romildo Dias
Format: Journal Article
Language:English
Published: Kidlington Elsevier B.V 15-08-2009
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Abstract The tensile fatigue behavior of individual sisal fibers was investigated. The fatigue behavior was examined in terms of the stress versus cycles and stress–strain hysteresis behavior of the fibers. Fibers were tested at stress levels ranging between 80 and 400 MPa. The sisal fibers did not fatigue below a maximum fatigue level of 320. The stress versus cycles curve was normalized by dividing the maximum fatigue stress over the ultimate tensile strength of each individual tested fiber and it was found that below a ratio of 0.5 there was no fiber failure below 10 6 cycles. Monotonic tensile testing was performed for fibers that survived 10 6 tests to determine its residual strength. There was no observed loss in strength, but an increase in Young's modulus was observed with increasing fatigue stress. The mechanisms for increase in modulus as well as microstructural degradation mechanisms after fatigue were investigated and are discussed.
AbstractList The tensile fatigue behavior of individual sisal fibers was investigated. The fatigue behavior was examined in terms of the stress versus cycles and stress-strain hysteresis behavior of the fibers. Fibers were tested at stress levels ranging between 80 and 400MPa. The sisal fibers did not fatigue below a maximum fatigue level of 320. The stress versus cycles curve was normalized by dividing the maximum fatigue stress over the ultimate tensile strength of each individual tested fiber and it was found that below a ratio of 0.5 there was no fiber failure below 10@u6 cycles. Monotonic tensile testing was performed for fibers that survived 10@u6 tests to determine its residual strength. There was no observed loss in strength, but an increase in Young's modulus was observed with increasing fatigue stress. The mechanisms for increase in modulus as well as microstructural degradation mechanisms after fatigue were investigated and are discussed.
The tensile fatigue behavior of individual sisal fibers was investigated. The fatigue behavior was examined in terms of the stress versus cycles and stress–strain hysteresis behavior of the fibers. Fibers were tested at stress levels ranging between 80 and 400 MPa. The sisal fibers did not fatigue below a maximum fatigue level of 320. The stress versus cycles curve was normalized by dividing the maximum fatigue stress over the ultimate tensile strength of each individual tested fiber and it was found that below a ratio of 0.5 there was no fiber failure below 10 6 cycles. Monotonic tensile testing was performed for fibers that survived 10 6 tests to determine its residual strength. There was no observed loss in strength, but an increase in Young's modulus was observed with increasing fatigue stress. The mechanisms for increase in modulus as well as microstructural degradation mechanisms after fatigue were investigated and are discussed.
Author Silva, Flavio de Andrade
de Toledo Filho, Romildo Dias
Chawla, Nikhilesh
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  givenname: Flavio de Andrade
  surname: Silva
  fullname: Silva, Flavio de Andrade
  organization: Civil Engineering Department, COPPE, Universidade Federal do Rio de Janeiro, P.O. Box 68506, CEP 21941-972, Rio de Janeiro, RJ, Brazil
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  givenname: Nikhilesh
  surname: Chawla
  fullname: Chawla, Nikhilesh
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  organization: School of Materials, Fulton School of Engineering, Arizona State University, P.O. Box 876006, Tempe, AZ 85287-8706, United States
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  givenname: Romildo Dias
  surname: de Toledo Filho
  fullname: de Toledo Filho, Romildo Dias
  organization: Civil Engineering Department, COPPE, Universidade Federal do Rio de Janeiro, P.O. Box 68506, CEP 21941-972, Rio de Janeiro, RJ, Brazil
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Issue 1
Keywords Fatigue
SEM
Sisal
Natural fibers
Fractography
Scanning electron microscopy
Ultimate strength method
Tensile tests
Stress-strain relations
Tensile strength
Fibers
Young modulus
Hysteresis
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Snippet The tensile fatigue behavior of individual sisal fibers was investigated. The fatigue behavior was examined in terms of the stress versus cycles and...
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SubjectTerms Condensed matter: structure, mechanical and thermal properties
Exact sciences and technology
Fatigue
Fatigue, brittleness, fracture, and cracks
Fractography
Mechanical and acoustical properties of condensed matter
Mechanical properties of solids
Natural fibers
Physics
SEM
Sisal
Title An experimental investigation of the fatigue behavior of sisal fibers
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