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Note on Shear Load-Testing Feedwater Heater Tube Joints

机译:关于剪切载荷测试给水加热器管接头的注意事项

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This paper describes some results of shear load testing of welded and hybrid expanded tube-to—tube-sheet joints. The construction consisted of strength welding SA-688-TP 304N tubes to SA350LF-2 tube sheets clad with stainless-steel type 308/309 weld wire followed by hybrid expanding the tubes into the full thickness of thick double-grooved tube sheets. The author theorizes that the mechanism that led to all failures reported to have occurred in the welds/heat-affected zones instead of the anticipated tube yielding resulted from loss of interfacial pressure between the expanded tubes and surrounding ligaments. The author further speculates that elastic and plastic tube deformation during application of axial loads during shear load testing caused loss of interfacial pressure, which eliminated the holding capacity of the expanded-in length of tubes and that there was sufficient flattening of the tube metal deformed into the annular grooves to permit the applied loads to be carried to the welds.
机译:本文介绍了焊接的和混合的扩展管-管-板接头的剪切载荷测试的一些结果。该结构包括将SA-688-TP 304N管强度焊接到用不锈钢308/309型焊丝包覆的SA350LF-2管板上,然后将管混合扩展到整个厚的双槽管板上。作者认为,导致所有故障的机理据报道是在焊缝/热影响区发生的,而不是由膨胀管与周围韧带之间的界面压力损失导致的预期管屈服。作者进一步推测,在剪切载荷测试期间施加轴向载荷时,弹性和塑性管的变形会引起界面压力的损失,从而消除了管扩展长度的保持能力,并且变形后的管金属有足够的扁平度。环形凹槽可将施加的载荷传递到焊缝上。

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