A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
The experimental evaluation of the CFRP stirrup strengths, bond strength of CFRP bars, transfer lengths of CFRP tendons, and shear and flexural responses of CFRP reinforced and prestressed concrete box-beams is presented. The shear and flexural design approaches are recommended. In addition, empirical stirrup strength design equations are proposed. This report consists of 6 chapters as given below: (1) Introduction; (2) Literature Review; (3) Experimental Program; (4) Results and Discussion; (5) Design Guidelines and Examples; and (6) Conclusions and Recommendations.
The experimental evaluation of the CFRP stirrup strengths, bond strength of CFRP bars, transfer lengths of CFRP tendons, and shear and flexural responses of CFRP reinforced and prestressed concrete box-beams is presented. The shear and flexural design approaches are recommended. In addition, empirical stirrup strength design equations are proposed. This report consists of 6 chapters as given below: (1) Introduction; (2) Literature Review; (3) Experimental Program; (4) Results and Discussion; (5) Design Guidelines and Examples; and (6) Conclusions and Recommendations.
FRP Composite Prestressing Strands
N. F. Grace (author)
2003
290 pages
Report
No indication
English
Composite Materials , Civil Engineering , Composite materials , Mechanical properties , Prestressed concrete , Concrete structures , Literature review , Bonding strength , Shear strength , Flexural strength , Design , Beams(Supports) , Tests , Shear properties , Carbon fiber reinforced polymers , Box-beams , Transfer length , Stirrup strength , CFRP strands , CFRP tendons
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