YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Composites for Construction
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Composites for Construction
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Influence of Slenderness on Stress-Strain Behavior of Concrete-Filled FRP Tubes: Experimental Study

    Source: Journal of Composites for Construction:;2015:;Volume ( 019 ):;issue: 001
    Author:
    Thomas Vincent
    ,
    Togay Ozbakkaloglu
    DOI: 10.1061/(ASCE)CC.1943-5614.0000489
    Publisher: American Society of Civil Engineers
    Abstract: Concrete-filled fiber reinforced polymer (FRP) tubes (CFFTs) have received significant research attention over the last two decades, with recent experimental studies identifying significant benefits of CFFTs filled with high-strength concretes (HSC). However, many test parameters of high-strength CFFTs, such as specimen slenderness, remain experimentally limited. This paper presents an experimental investigation on the axial compressive behavior of 33 monotonically loaded circular normal-strength and high-strength CFFTs (NSCFFTs and HSCFFTs). The influence of specimen slenderness is investigated on test specimens with height-to-diameter ratios (
    • Download: (22.20Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Influence of Slenderness on Stress-Strain Behavior of Concrete-Filled FRP Tubes: Experimental Study

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/71859
    Collections
    • Journal of Composites for Construction

    Show full item record

    contributor authorThomas Vincent
    contributor authorTogay Ozbakkaloglu
    date accessioned2017-05-08T22:07:37Z
    date available2017-05-08T22:07:37Z
    date copyrightFebruary 2015
    date issued2015
    identifier other30077535.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/71859
    description abstractConcrete-filled fiber reinforced polymer (FRP) tubes (CFFTs) have received significant research attention over the last two decades, with recent experimental studies identifying significant benefits of CFFTs filled with high-strength concretes (HSC). However, many test parameters of high-strength CFFTs, such as specimen slenderness, remain experimentally limited. This paper presents an experimental investigation on the axial compressive behavior of 33 monotonically loaded circular normal-strength and high-strength CFFTs (NSCFFTs and HSCFFTs). The influence of specimen slenderness is investigated on test specimens with height-to-diameter ratios (
    publisherAmerican Society of Civil Engineers
    titleInfluence of Slenderness on Stress-Strain Behavior of Concrete-Filled FRP Tubes: Experimental Study
    typeJournal Paper
    journal volume19
    journal issue1
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)CC.1943-5614.0000489
    treeJournal of Composites for Construction:;2015:;Volume ( 019 ):;issue: 001
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian