首页> 外文会议>Symposium on Small Specimen Test Techniques: Fourth Volume; Jan 23-25, 2000; Reno, Nevada >Preferable Initial Crack Length for Fracture Toughness Evaluation Using sub-sized Bend Specimens
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Preferable Initial Crack Length for Fracture Toughness Evaluation Using sub-sized Bend Specimens

机译:使用亚尺寸弯曲试样评估断裂韧性的最佳初始裂纹长度

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In order to guarantee maximum crack-tip constraints, fracture toughness testing standards require an initial crack length of about a_0 = W/2. When performing impact tests on specimens smaller than the required size the situation is somewhat different: Since the thickness is usually not sufficient to provide plane strain conditions, it is questionable whether the initial crack length should still be about a_0 = W/2 to provide maximum in plane constraints. On impact testing of small specimens, shorter cracks exhibit several experimental advantages, the main ones being, first, the lower influence of dynamic oscillations and second, the extended validity range of the measured toughness properties. For these reasons, we suggest to use shorter cracks and account for the insufficient in-plane constraints by correcting the measured (apparent) fracture toughness values. For this purpose the theoretical correction formula is derived in this paper. Based on this correction and the standard size requirements one obtains a lower-bound fracture toughness that can be used as a conservative design value. The latter is shown to be maximum for a relative crack length of about a_0/W = 0.25 - 0.3.
机译:为了保证最大的裂纹尖端约束,断裂韧性测试标准要求初始裂纹长度约为a_0 = W / 2。当对小于所需尺寸的试样进行冲击试验时,情况会有所不同:由于厚度通常不足以提供平面应变条件,因此初始裂纹长度是否仍应约为a_0 = W / 2以提供最大的极限值值得怀疑。平面约束。在小试件的冲击试验中,较短的裂纹表现出若干实验优势,其主要特征是,首先,动态振动的影响较小,其次,所测韧性的有效范围扩大。由于这些原因,我们建议使用较短的裂纹,并通过校正测得的(表观)断裂韧性值来解决平面约束不足的问题。为此,本文推导了理论校正公式。根据这一校正和标准尺寸要求,可以获得较低的断裂韧性,可用作保守的设计值。对于大约a_0 / W = 0.25-0.3的相对裂纹长度,后者显示为最大。

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