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This paper discusses the effects of notch angle, span and the support conditions on the fracture behaviour of pipes with circumferential through-wall crack.
In order to study the effect of compliance on the fracture behaviour of pipes, fracture studies were carried out on fourteen specimens of 219 mm outer diameter carbon steel pipes having circumferential through-wall crack.
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This study shows that the direction of eccentricity between the liner and host pipe in a grouted sliplined pipe has a significant impact on the behaviour of the pipe with unbonded interfaces (a pipe-within-a-pipe system), or with bonded interfaces (a composite pipe).
The theory presented satisfactorily explains some well known damping behaviours of pipe-like structures.
The post-peak behaviour of DCSFRC pipes was comparable or superior to that of conventional RC pipes.
In addition, the post-peak behaviour of SFRC pipes was comparable or superior to that of conventional RC pipes at small deformations.
The first phase of this study monitored the behaviour of SFRC pipes under standard CL 625 truckloads.
Fatigue crack initiation, fatigue crack growth rate and fracture resistance behaviour of the pipes have been experimentally and analytically evaluated.
In the second phase, the post-cracking behaviour of SFRC pipes under artificial live loads was examined.
Multiaxial fatigue behaviour of polypropylene pipes is investigated under tension and torsion loading with or without mean stress.
Moreover, the post-cracking behaviour of SFRC pipes was more sensitive to the type of bedding installation rather than the type of steel fibres.
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