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Composite vessels consist of an external steel shell attached to an internal reinforced concrete wall through steel studs.
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A key component of limit state design includes determination of the necessary resisting forces of reinforcements to enable stability and function of the internal reinforcing components.
This type of failure typically occurs in members with relatively thin cover, large internal reinforcing bars and a strong FRP-concrete interface.
During this period, the strains of the FRP plates and internal reinforcing steels, cracks, and deflections were recorded for comparison.
On the other hand, a tie-test typically provides measurements of average deformations of the internal reinforcing bar and the concrete surface.
Next, the cross-sectional area of the internal reinforcing steel is estimated through a quasi-static load test coupled with an optimization approach.
Accordingly, the design process led to a double wall cassette structure with internal reinforcing ribs to withstand cassette coolant pressure and three different kinds of piping schemes for PFCs with dual circuits.
The purpose of the paper is to present the role of the external and internal reinforcing on the structural integrity of industrial and transporting steel pipelines, based on experimental investigations.
For internal reinforcing constituent of the beam which dominated by matrix, the matrix failure index of Hashin-Rotem's failure criterion was chosen and for outer part which governed by fibers the maximum stress theory is considered as damage initiation indicator.
Fibre reinforced polymer (FRP) bars represent an interesting alternative to conventional steel as internal reinforcement of reinforced concrete (RC) members where some properties such as durability, magnetic transparency, insulation, are of primary concern.
We have the pressure of external competition resulting from globalisation and that of internal competition, reinforced by enlargement and the internal market.
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