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    Studying Failure Modes of GFRP Laminate Coupon Specimens Using Scanning Electron Microscopy Technique

    Source: Journal of Aerospace Engineering:;2018:;Volume ( 031 ):;issue: 006
    Author:
    Nair Archana;Cai C. S.;Kong Xuan
    DOI: 10.1061/(ASCE)AS.1943-5525.0000916
    Publisher: American Society of Civil Engineers
    Abstract: Fiber-reinforced plastics (FRPs), with their unique material and structural properties, offer many advantages over conventional structural materials such as concrete and steel. However, their brittle failure mechanisms at the ultimate stage make them difficult for use in important structural applications. When it comes to glass FRP (GFRP) bridge deck systems, due to the existence of various configurations of structural elements and the nonavailability of acoustic emission (AE) monitoring standards, the need for further exploration of damage identification for the unique configurations adopted in field bridges has become a necessity. The GFRP laminate coupon samples originating from a new FRP-balsa wood composite bridge built in Louisiana were investigated to obtain insight into their structural performance and possibly assess damage mechanisms. In order to assess the critical failure modes in the GFRP laminate samples, three separate sets of specimens were prepared to initiate certain damage mechanisms, and several tests were carried out under varied load conditions to study the critical failure modes such as fiber breakage, matrix cracking, and delamination. Those tested specimens were then examined using the scanning electron microscopy (SEM) technique to identify the failure modes through material changes at the microlevel. Acoustic emission sensors were also installed to collect AE data for further study.
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      Studying Failure Modes of GFRP Laminate Coupon Specimens Using Scanning Electron Microscopy Technique

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4248367
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    contributor authorNair Archana;Cai C. S.;Kong Xuan
    date accessioned2019-02-26T07:37:42Z
    date available2019-02-26T07:37:42Z
    date issued2018
    identifier other%28ASCE%29AS.1943-5525.0000916.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4248367
    description abstractFiber-reinforced plastics (FRPs), with their unique material and structural properties, offer many advantages over conventional structural materials such as concrete and steel. However, their brittle failure mechanisms at the ultimate stage make them difficult for use in important structural applications. When it comes to glass FRP (GFRP) bridge deck systems, due to the existence of various configurations of structural elements and the nonavailability of acoustic emission (AE) monitoring standards, the need for further exploration of damage identification for the unique configurations adopted in field bridges has become a necessity. The GFRP laminate coupon samples originating from a new FRP-balsa wood composite bridge built in Louisiana were investigated to obtain insight into their structural performance and possibly assess damage mechanisms. In order to assess the critical failure modes in the GFRP laminate samples, three separate sets of specimens were prepared to initiate certain damage mechanisms, and several tests were carried out under varied load conditions to study the critical failure modes such as fiber breakage, matrix cracking, and delamination. Those tested specimens were then examined using the scanning electron microscopy (SEM) technique to identify the failure modes through material changes at the microlevel. Acoustic emission sensors were also installed to collect AE data for further study.
    publisherAmerican Society of Civil Engineers
    titleStudying Failure Modes of GFRP Laminate Coupon Specimens Using Scanning Electron Microscopy Technique
    typeJournal Paper
    journal volume31
    journal issue6
    journal titleJournal of Aerospace Engineering
    identifier doi10.1061/(ASCE)AS.1943-5525.0000916
    page4018085
    treeJournal of Aerospace Engineering:;2018:;Volume ( 031 ):;issue: 006
    contenttypeFulltext
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