工程师们计算桥梁的应变和应力。
对316 L不锈钢进行了单轴应变和应力控制下的室温和高温循环试验。
An experimental study of the cyclic properties is carried out for 316l stainless steel subjected to a uniaxial straining and stressing at both room and elevated temperature.
主要观察指标：标本的最大载荷、最大应力、最大应变和应力-应变曲线。
MAIN OUTCOME MEASURES: The maximum load, maximum stress, maximum strain and stress-strain curve.
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