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    Mixed-mode fracture behavior of glass fiber reinforced polymer concrete

    New search for: Avci, A.
    New search for: Akdemir, A.
    New search for: Arikan, H.

    AbstractFracture toughness of chopped strand glass fiber reinforced particle-filled polymer composite beams was investigated in Mode I and Mode III loading conditions using three-point bend tests. Effects of crack angles on fracture behavior were also studied. The specimens, which have inclined crack at an angle θ to the axis of the specimens, were used to carry out the tests. The specimens were tested with inclination angles 30°, 45°, 60° and 75°. The results are compared with the values of KIC obtained using conventional (θ=90° ) specimens. In addition, J integrals were also determined. JIC increases continuously with increasing in crack angle from θ=30° to θ=90°. In contrast, JIIIC decreases with the crack inclination angle θ from 30° to 90°.

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    Mixed-mode fracture behavior of glass fiber reinforced polymer concrete

    New search for: Avci, A.
    New search for: Akdemir, A.
    New search for: Arikan, H.

    AbstractFracture toughness of chopped strand glass fiber reinforced particle-filled polymer composite beams was investigated in Mode I and Mode III loading conditions using three-point bend tests. Effects of crack angles on fracture behavior were also studied. The specimens, which have inclined crack at an angle θ to the axis of the specimens, were used to carry out the tests. The specimens were tested with inclination angles 30°, 45°, 60° and 75°. The results are compared with the values of KIC obtained using conventional (θ=90° ) specimens. In addition, J integrals were also determined. JIC increases continuously with increasing in crack angle from θ=30° to θ=90°. In contrast, JIIIC decreases with the crack inclination angle θ from 30° to 90°.

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Mixed-mode fracture behavior of glass fiber reinforced polymer concrete

    New search for: Avci, A.
    New search for: Akdemir, A.
    New search for: Arikan, H.

    AbstractFracture toughness of chopped strand glass fiber reinforced particle-filled polymer composite beams was investigated in Mode I and Mode III loading conditions using three-point bend tests. Effects of crack angles on fracture behavior were also studied. The specimens, which have inclined crack at an angle θ to the axis of the specimens, were used to carry out the tests. The specimens were tested with inclination angles 30°, 45°, 60° and 75°. The results are compared with the values of KIC obtained using conventional (θ=90° ) specimens. In addition, J integrals were also determined. JIC increases continuously with increasing in crack angle from θ=30° to θ=90°. In contrast, JIIIC decreases with the crack inclination angle θ from 30° to 90°.

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    Title:

    Mixed-mode fracture behavior of glass fiber reinforced polymer concrete

    Contributors:

    Avci, A. (author) / Akdemir, A. (author) / Arikan, H. (author)

    Published in:

    Cement and Concrete Research ; 35 ; 243-247

    Publication date:

    2004-07-01

    Size:

    5 pages

    ISSN:

    0008-8846

    DOI:

    https://doi.org/10.1016/j.cemconres.2004.07.003

    Type of media:

    Article (Journal)

    Type of material:

    Electronic Resource

    Language:

    English

    Keywords:

    Mixed mode , Fracture toughness , Polymers , Composite

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