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- W2394191011 abstract "The constitutive relationship of concrete confined by circular CFRP-steel composite tube under concentrical load is researched in order to fulfill whole loading procedure analysis and simplify the calculation of concrete confined by circular CFRP-steel tubular structures.Based on the experimental study,current constitutive relationship of concrete confined by circular steel tube under concentrical load is modified,and the curve fitting expression and simplified expression are proposed.The constitutive relationship of concrete confined by circular CFRP-steel composite tube under concentrical load could be defined as elastic,elasto-plastic and softening stages." @default.
- W2394191011 created "2016-06-24" @default.
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- W2394191011 date "2007-01-01" @default.
- W2394191011 modified "2023-09-24" @default.
- W2394191011 title "Constitutive Relationship of Concrete Confined by Circular CFRP-Steel Composite Tube Under Concentrical Load" @default.
- W2394191011 hasPublicationYear "2007" @default.
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