• No results found

Confinement of High Strength Concrete Columns with CFRP Sheets

N/A
N/A
Protected

Academic year: 2020

Share "Confinement of High Strength Concrete Columns with CFRP Sheets"

Copied!
5
0
0

Loading.... (view fulltext now)

Full text

Loading

Figure

Fig. 1 Test setup
Fig. 2 Failure of CFRP confined specimens

References

Related documents

Ultimate strength analysis of composite sections under biaxial bending and axial load. Interaction surfaces of reinforced-concrete sections in

shows the Idealization of square and circular (CFST) columns (a) Hollow square (b) Hollow circular (c) Circular filled concrete (d) Square filled concrete (e) Two cross

An experimental research has been planned to study the axial compressive behaviour of circular CFST short columns having 150mm*300mm*1mm size filled with different types

Three groups include 15 R.c concrete columns with composite jackets have been tested under axial compression .Test Results showed a significant increase in strength

This paper presents a new model for predicting the compressive strength of steel-confined concrete on circular concrete filled steel tube (CCFST) stub columns

Keywords: Axial Compression, CFRP strips, Lateral confinement strength, Strengthening, Square..

This chapter reviews four different topics; lateral steel confinement models, Circular Concrete Columns Filled Steel Tubes (CFST) and Rectangular Columns

[35] Espinós A, Romero M, Serra E, Hospitaler A., Fire performance of circular and square slender concrete filled tubular columns subjected to large eccentricities, Journal of