摘要
本文根据折线形截面假设,计算了单侧有U形槽的弯曲平板的应力集中和极限载荷问题.文中分析了槽宽系放和槽深系数对局部应力的影响,导出了弹塑性局部应力的表达式及极限载荷和弹塑性交界面的关系.
This paper, according to indining section assumption, calcalates stress concentraetionfactor and limit 1oad of a bendiny plate with Sinyle U shaped groove and discusses the influence ofnotch width factor, notch depth factor on bendiny stress concentration faetor. Expression forelastoplastin local stress is given The relation of limid load w:th elastin-plastin inteiface been givenfinally.
出处
《中国计量学院学报》
1997年第2期87-95,共9页
Journal of China Jiliang University
关键词
拆线形截面假设
应力集中
弹塑性应力
indininy section assumption, stress concentration, elastic-lostin stress