摘要
针对钢筋混凝土水池由于超长、温度变化和收缩产生的变形应力较大、容易产生裂缝的状况,指出掌握温差和收缩作用是控制裂缝的主要因素,提供了这类结构温度应力计算公式、方法和计算实例。
Since the relatively large deformation stress force caused by over-length,temperature variation and shrink of the reinforced concrete water pond is easily to create the cracks, it is pointed out that to control the temperature differences and shrink action is the main factor for controlling the crack. The thermal stress calculation formula, method and calculation examples for such reinforced concrete structure are provided.
出处
《化工设计》
CAS
1998年第1期31-33,共3页
Chemical Engineering Design
关键词
钢筋混凝土
水池
温度
应力计算
reinforced concrete water pond, thermal stress calculation, extension shrink