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FRACTURE TOUGHNESS DETERMINED FROM FULL-SCALE PIPE

机译:大型管道确定的断裂韧性

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Fracture toughness for full scale steel pipe of API 5L grade X65 PSL1 (ASTM A694F65) medium strength grade pipeline steel has been measured by a new test specimen utilizing the same procedure of the standard test methods ASTM E 399 -90 and E 1820-01. Full scale pipe with circumferentially machined notch is pulled axially by tensile load up to fracture. An external circumferential sharp notch has been machined in the wall of the pipe to simulate the crack. To insure a plane strain condition around the crack a well lubricated and axially free loaded plug has been mounted, symmetrically around the circumferential notch, inside the pipe. Evidences of cleavage fracture have been observed on the fracture surface. The measured value of the fracture toughness has been found to be very close to the values measured according to the standard test for steel plates of similar grade .The new proposed testing method for full scale pipe can be used regardless its dimensions since it appears to provide plane strain condition around the crack.
机译:使用标准测试方法ASTM E 399 -90和E 1820-01的相同程序,通过新的试样对API 5L级X65 PSL1(ASTM A694F65)中强度级管线钢的满刻度钢管的断裂韧性进行了测量。带有周向加工槽口的全尺寸管在轴向受到拉力的作用下被拉至断裂。在管壁上已加工了一个外周尖锐的缺口,以模拟裂纹。为了确保裂纹周围的平面应变状态,已在管道内部围绕周向槽对称地安装了润滑良好且轴向自由加载的塞子。在断裂表面上已经观察到卵裂的证据。已经发现断裂韧性的测量值非常接近根据类似等级的钢板的标准测试所测得的值。新提议的全尺寸管的测试方法可以使用,而不论其尺寸如何,因为它似乎可以提供裂纹周围的平面应变条件。

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