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Failure analysis of S30408 pipe cracking and preventive measures

BACKGROUND: The feed pipeline made from 30408 stainless steel of a new unit leaked during the air pressure test. OBJECTIVE: The present work aims to examine the specific cause of pipeline cracking, and providing effective approaches to avoid similar failures. METHODS: Macroscopic inspections of the cracked pipe defects were made on site immediately after leakage. Mechanical properties and hardness of specimens machined from the failed pipe were tested. In addition, microscopic analyses including material composition, microstructure observation and crack morphologies of the failed part were performed to get detail information. Composition of the feed raw material was also analyzed to identify whether it had been contaminated by corrosive elements or not. RESULTS: No impurity composition was found in the feed raw material. The element constituents, yield strength, tensile strength and hardness of the cracked pipe fulfill standard requirements. A number of scratches and defects with a size of several microns were found on the inner wall of the leaked pipe, and they were believed to be formed at the perforation step during pipeline processing. Liquation cracks were found at the pipeline butt weld joint, and they laid hidden dangers for the safety and steady operation of the pipeline. CONCLUSION: The overall analysis results indicated the pipeline leakage during air pressure test was caused by cracks initiated around inner wall defects, which sabotaged the bearing capacity of the pipe by wall thickness reduction and stress concentration. Therefore, improving the inner wall surface quality at the perforation step may help to avoid such failure. The metallurgical effect and weld stress caused during the welding process promoted the initiation and propagation of liquation cracks. The tendency of welding hot crack formation could be reduced by taking strict composition control of the welding rod and adopting reasonable welding parameters.

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Sealing performance and failure mechanism of rubber core for conical blowout preventer during the well shut-in process

Blowout preventer reliability is important for safe drilling operation. In order to study the sealing mechanism and failure mechanism of conical blowout preventer, a numerical model of conical blowout preventer was established based on the theory of large deformation of rubber, and the deformation law, stress distribution and sealing performance of rubber core in well shut-in operation were studied. The results show that there are stress concentrations in the contact area between the rubber core and the piston, the grooves in the middle of the adjacent support ribs, and the chamfered corner of the inner wall of the rubber core, the main form of failure at these locations is rubber cracking. Higher stress is present in the neck region of the upper plate and the back region of the lower plate of the support ribs. The inner wall surface of the rubber core gradually produces stripes of wrinkles, and the smaller the size of the sealed drill pipe, the more obvious the wrinkles are. When the drill pipe joint is sealed by the rubber core, there is a sealing buffer zone at the shoulder, and the contact pressure change abruptly. The lower portion of the rubber core’s inner wall serves as the primary sealing area. Increasing the piston displacement appropriately can enhance the sealing performance of the rubber core. The results can provide a theoretical basis for the optimization design of the conical blowout preventer.

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A study on fracture behavior of SEN natural hybrid composite specimen under tensile load

In this work, two reinforcements (natural jute fiber and glass fiber) hybridized with different volume fractions, are reinforced with a constant volume epoxy resin through hand layup method. The ASTM standard tensile specimen of jute natural epoxy composite of different volume fractions and orientations of fibers, with varied single edge notch (SEN) size were subjected to uniaxial tensile load in universal testing machine. Effect of jute volume fraction, notch size and fiber orientation on tensile strength and fracture toughness has been studied through experimental results. Increased percent of jute fibre showed decrease in tensile strength and fracture toughness. Also, with the increase in notch size, the tensile strength decreased and the fracture toughness increased. Further, the tensile strength and fracture toughness were superior in 0°/90° fiber orientation specimen than those with ±45° fiber orientation. Furthermore, experimental results were validated by conducting statistical and fractographic analysis. The jute fiber percentage was ranked as best level factor affecting the fracture behavior as per taguchi method. Morphological features of fractured surfaces were analyzed through scanning electron microscopic (SEM) images with respect to nature of jute fiber failure under uniaxial loading conditions.

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Failure factor of reinforced layer for fiber-wound composite pipe under different loads

This study examined the failure mechanism of fiber-wound composite pipe and determined the optimum winding angle. Simulation models of glass fiber-wound composite pipe were established. Failure factor of the reinforced layer of fiber-wound composite pipes under internal pressure, torsion, axial tension and bending load are investigated in conjunction with the three-dimensional Tsai-Wu failure criterion. The results show that the winding angle has a significant effect on the stress distribution of the reinforced layer. The inner layer of the reinforced layer is prone to failure under internal pressure. The outer layer of reinforcement layer under torsion is the easy failure position. The failure-prone layer under tensile load is related to the winding angle. The inner layer of the reinforced layer is prone to failure when the winding angle is less than 60°, and the outer layer is prone to failure when the winding angle is more than 60°. The outer reinforced layer is prone to failure under bending loads. When the winding angle is less than 50°, the easily failed failure position is on the inside of bending. When the winding angle is greater than 50°, the easily failed position is on the outside of bending. The smaller winding angle is conducive to improve the tensile, bending and torsion resistance of the composite pipe. The larger winding angle is beneficial for improving resistance to internal pressure. The optimal winding angle range for each load is different and multiple winding angles should be used in the design to obtain a higher overall load carrying capacity. The research results can provide a theoretical basis for the improved design, manufacture and evaluation of fiber-wound composite pipes.

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