2016
DOI: 10.1007/s11043-016-9294-z
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Effect of fiber-matrix adhesion on the creep behavior of CF/PPS composites: temperature and physical aging characterization

Abstract: The influence of fiber-matrix adhesion on the linear viscoelastic creep behavior of ‘as received’ and ‘surface modified’ carbon fibers (AR-CF and SM-CF, respectively) reinforced polyphenylene sulfide (PPS) composite materials was investigated. Short-term tensile creep tests were performed on ±45° specimens under six different isothermal conditions, 40, 50, 60, 65, 70 and 75 °C. Physical aging effects were evaluated on both systems using the short-term test method established by Struik. The results showed that … Show more

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Cited by 9 publications
(4 citation statements)
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“…Creep phenomenon in polymeric systems occurs due to the molecular motion in the epoxy network arrangement, making them susceptible to deform over time [ 21 ]. This flow results from the molecular motion of polymeric chains to minimize localized energy [ 30 ]. For higher temperatures, the frequency of the molecular rearrangement increases, accelerating the creep process.…”
Section: Resultsmentioning
confidence: 99%
“…Creep phenomenon in polymeric systems occurs due to the molecular motion in the epoxy network arrangement, making them susceptible to deform over time [ 21 ]. This flow results from the molecular motion of polymeric chains to minimize localized energy [ 30 ]. For higher temperatures, the frequency of the molecular rearrangement increases, accelerating the creep process.…”
Section: Resultsmentioning
confidence: 99%
“…. The ΔH 100% is the theoretical enthalpy of fusion for 100% crystalline PPS and is taken here equal to 76.5 J/g [40]. The enthalpy of fusion ΔH is computed from the area enclosed by the DSC heat flow and the sigmoidal base line in crystallization.…”
Section: Crystallization and Crystallization Kinetics During Coolingmentioning
confidence: 99%
“…The approach above is referred to in the literature as the time-temperature superposition principle (TTSP) [18][19], and its general form is described by Eq. ( 11] with a size of 60 mm were applied to all the specimens, a resistance of 120 ± 0.3, a measurement factor of 2.12 ± 1%.…”
Section: Mechanics Of Masonry Structures Strengthened With Composite ...mentioning
confidence: 99%