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即使消除了原始应力的诱发因素,结构中仍然存在残余的应力。这种现象通常是由不同结构中的不同塑性变形所引起的。思考一根拉伸超过其屈服点的杆。由于它是永久变形的,它不会恢复到原来的长度。即使在去除负载后,由于存在不均匀的塑性变形,因此杆也不会完全失去应力,从而会导致具有残余的应力。在结构中,这些应力的计算是非常复杂的。在焊接过程中的温度变化等因素将会导致其发生塑性形变,从而导致其弹性降低并产生残余的应力。
例如,焊接到板上的塞子在此过程中会被显著加热,从而来减少其应力。当焊接后发生冷却时,其弹性则会增加,从而在恒定的应力水平下发生屈服现象。这也导致了残余的应力更接近钢的屈服强度。在铸造或热轧后的金属进入到冷却过程也会产生其残余应力。外层比内核冷却得更快,恢复刚度也更快,从而导致内核中能够产生残余的拉伸应力,外层中则会产生压缩应力。这些应力可能会很大,有时需要通过样品对其进行重新加热和缓慢冷却来使其消除。了解和管理残余应力对于工程的设计和制造过程是至关重要的,可确保用于保其结构和部件的可靠性和耐用性。
当杆被拉伸超过其屈服点时,它会永久变形并且不会恢复其原始长度。
由于塑性变形,即使在卸载后,加载过程中产生的应力也不会完全消除。这些剩余的应力称为残余应力。
考虑焊接到大板上的小塞子。在焊接过程中,塞子的温度显着升高,从而降低了弹性模量和应力。
一旦塞子在焊接后冷却下来,它会导致弹性模量增加,并在相当恒定的应力水平下发生屈服,从而在塞子和焊缝中产生残余应力。
铸造或热轧金属的冷却也会产生残余应力。在这些情况下,外层比内芯冷却得更快,导致它们更快地恢复刚度。
回到室温后,内芯的收缩比外层更大,导致内芯产生残余纵向拉应力。
外层产生残余压应力。通过再加热和缓慢冷却去除较大的残余应力。
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