Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

    Experimental Study on Hysteretic Behavior of the Concrete Filled Circular CFRP-Steel Tubular (C-CFRP-CFST) Beam-Columns

    New search for: Wang, Qing Li
    New search for: Che, Yuan
    New search for: Shao, Yong Bo
    New search for: Wu, Jun

    Overall 12 specimens were experimentally investigated in this paper to study the hysteretic behaviors of the concrete-filled circular CFRP-steel tubular (C-CFRP-CFST) beam-columns. The test results indicated that CFRP can provide transverse confinement effect and longitudinal strengthening effect for the concrete filled circular steel tubular (C-CFST) beam-columns effectively and the local buckling of the steel tube is deferred. With the increase of the strengthening factor of the longitudinal CFRP, the damage scale reduces.

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Page navigation

    Document information
    Similar titles

    Export, share and cite

    Experimental Study on Hysteretic Behavior of the Concrete Filled Circular CFRP-Steel Tubular (C-CFRP-CFST) Beam-Columns

    New search for: Wang, Qing Li
    New search for: Che, Yuan
    New search for: Shao, Yong Bo
    New search for: Wu, Jun

    Overall 12 specimens were experimentally investigated in this paper to study the hysteretic behaviors of the concrete-filled circular CFRP-steel tubular (C-CFRP-CFST) beam-columns. The test results indicated that CFRP can provide transverse confinement effect and longitudinal strengthening effect for the concrete filled circular steel tubular (C-CFST) beam-columns effectively and the local buckling of the steel tube is deferred. With the increase of the strengthening factor of the longitudinal CFRP, the damage scale reduces.

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Experimental Study on Hysteretic Behavior of the Concrete Filled Circular CFRP-Steel Tubular (C-CFRP-CFST) Beam-Columns

    New search for: Wang, Qing Li
    New search for: Che, Yuan
    New search for: Shao, Yong Bo
    New search for: Wu, Jun

    Overall 12 specimens were experimentally investigated in this paper to study the hysteretic behaviors of the concrete-filled circular CFRP-steel tubular (C-CFRP-CFST) beam-columns. The test results indicated that CFRP can provide transverse confinement effect and longitudinal strengthening effect for the concrete filled circular steel tubular (C-CFST) beam-columns effectively and the local buckling of the steel tube is deferred. With the increase of the strengthening factor of the longitudinal CFRP, the damage scale reduces.

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Page navigation

    Document information
    Similar titles

    Export, share and cite

    Document information
    Title:

    Experimental Study on Hysteretic Behavior of the Concrete Filled Circular CFRP-Steel Tubular (C-CFRP-CFST) Beam-Columns

    Contributors:

    Wang, Qing Li / Che, Yuan / Shao, Yong Bo / Wu, Jun

    Published in:

    Advanced Materials Research ; 243-249 ; 5512-5516

    Publication date:

    2011-05-17

    Size:

    5 pages

    ISSN:

    1662-8985 , 1022-6680

    DOI:

    https://doi.org/10.4028/www.scientific.net/AMR.243-249.5512

    Type of media:

    Article (Journal)

    Type of material:

    Electronic Resource

    Language:

    English

    Keywords:

    Experimental Study , Beam-Column , In-Filled Concrete , Hysteretic Behaviour , Circular CFRP-Steel Tube

    Similar titles

    Experimental Study on Hysteretic Behavior of the Concrete Filled Circular CFRP-Steel Tubular (C-CFRP-CFST) Beam-Columns

    Wang, Q.L. / Che, Y. / Shao, Y.B. et al. | British Library Conference Proceedings | 2011

    Research on Hysteretic Behavior of the Concrete Filled Square CFRP-Steel Tubular (S-CFRP-CFST) Beam-Columns (I): Experimental Study

    Che, Y. / Wang, Q.L. / Shao, Y.B. et al. | British Library Conference Proceedings | 2011

    Research on Hysteretic Behavior of the Concrete Filled Square CFRP-Steel Tubular (S-CFRP-CFST) Beam-Columns (I): Experimental Study

    Che, Yuan ;Wang, Qing Li ;Shao, Yong Bo | Trans Tech Publications | 2010

    Research on Hysteretic Behavior of the Concrete Filled Square CFRP-Steel Tubular (S-CFRP-CFST) Beam-Columns (II): Experimental Results and Analysis

    Che, Y. / Wang, Q.L. / Shao, Y.B. et al. | British Library Conference Proceedings | 2011

    Hysteretic Behavior of Specimens of Circular Concrete-Filled CFRP-Steel Tubular Beam-Column

    Wang Qing-li / Yu LingFeng / Peng Kuan | DOAJ | 2021

    Free access
    Back to top