Axial stress–strain relationship for FRP confined circular and rectangular concrete columns

MH Harajli - Cement and Concrete Composites, 2006 - Elsevier
A general mathematical model is developed to describe the stress–strain (fc–εc) relationship
of FRP confined concrete. The relationship is applicable to both circular and rectangular …
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[PDF] tarjomefa.com

[PDF][PDF] Axial stress–strain relationship for FRP confined circular and rectangular concrete columns

MH Harajli - Cement & Concrete Composites, 2006 - tarjomefa.com
A general mathematical model is developed to describe the stress–strain (fc–ec)
relationship of FRP confined concrete. The relationship is applicable to both circular and …
[PDF] tarjomefa.com

[PDF][PDF] Axial stress–strain relationship for FRP confined circular and rectangular concrete columns

MH Harajli - Cement & Concrete Composites, 2006 - tarjomefa.com
A general mathematical model is developed to describe the stress–strain (fc–ec)
relationship of FRP confined concrete. The relationship is applicable to both circular and …

Axial stress–strain relationship for FRP confined circular and rectangular concrete columns

MH Harajli - Cement and Concrete Composites, 2006 - infona.pl
A general mathematical model is developed to describe the stress–strain (fc–ε c)
relationship of FRP confined concrete. The relationship is applicable to both circular and …
[PDF] tarjomefa.com

[PDF][PDF] Axial stress–strain relationship for FRP confined circular and rectangular concrete columns

MH Harajli - Cement & Concrete Composites, 2006 - tarjomefa.com
A general mathematical model is developed to describe the stress–strain (fc–ec)
relationship of FRP confined concrete. The relationship is applicable to both circular and …