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Experiments on connected pipes test facility were performed for SFRJ with and without swirl.
Two different test sections are designed and tested, one of which is equipped with a single drain pipe (test section I) and the other is equipped with double drain pipes (test section II).
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City officials have asked the federal government to reimburse it for nearly $26 million spent on replacing pipes, testing and other expenses.
The model was capable of reasonably simulating the load-deformation curves of SFRC pipes tested using the three-edge-bearing method.
We present the design and discuss the thermal performance of two heat pipes tested for several filling pressures, adverse tilt angles and in 1.4 2.0 K temperature range.
The paper presents a review of the actual situation on the knowledge of the ductile fracture propagation (DFP) control in very high strength, large diameter pipes tested at high hoop stresses, especially in the light of the recent years activity performed by CSM in cooperation with qualified pipe producers and gas companies.
However, the real pipe test is costly and difficult.
Simulated results agree overall well with two through-wall cracked pipe test data, but consistently over-predict the maximum loads for three surface cracked pipe tests.
The full size drill pipe test results are coherent with the expected, validating the experimental procedures.
Instead of the real pipe test, the J-R curves of standard specimens suggested in the ASTM E1820 were used.
This paper presents ductile fracture simulation using the GTN (Gurson-Tvergaard-Needleman) model of through-wall cracked STPT410 carbon steel pipe test under pure bending.
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