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首页> 外文期刊>Journal of Structural Engineering >Cyclic Testing of Moment Connections Upgraded with Weld Overlays
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Cyclic Testing of Moment Connections Upgraded with Weld Overlays

机译:使用堆焊层升级的弯矩连接的循环测试

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Experimental studies were conducted to investigate the application of fracture tough overlay welds for the upgrading of welded steel moment connections. The experimental program consisted of cyclic tests on three exterior connection specimens that were initially fabricated using pre-Northridge welding procedures. Two specimens were fabricated from small size sections and one was fabricated from an intermediate size section. Overlay welds were placed using self-shielded flux core arc weld (FCAW-ss) with a fracture tough electrode (E70T-8). The application of weld overlays to the small size specimens resulted in a significant improvement in their cyclic performance. The plastic rotation capacity of both specimens was either close to or exceeded 3 percent. The application of weld overlays to the moment connection of the intermediate size specimen also improved the rotation capacity. However, the upgraded specimen failed in the parent material of the beam flange, away from the weld region at a plastic rotation of 2.7 percent.
机译:通过试验研究,探讨断裂韧性堆焊焊缝在钢弯矩连接升级中的应用。实验程序包括对三个外部连接试样的循环测试,这些试样最初是使用北岭前的焊接程序制造的。两个试样由小尺寸切片制成,一个试样由中等尺寸切片制成。堆焊焊缝采用自屏蔽焊剂磁芯电弧焊缝 (FCAW-ss) 和断裂韧性焊条 (E70T-8)。在小尺寸试样上涂覆焊层可显著改善其循环性能。两种试样的塑性旋转能力均接近或超过3%。在中等尺寸试样的弯矩连接处应用堆焊层也提高了旋转能力。然而,升级后的试样在梁法兰的母材中失效,远离焊缝区域,塑性旋转度为 2.7%。

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