基于塑性破坏的武开河应力判别式研究  被引量:1

Stress criterion for mechanical ice-cover breakup based on elastic-plastic theory

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作  者:王军[1] 施发义[1] 陈胖胖[1] 

机构地区:[1]合肥工业大学土木与水利工程学院,安徽合肥230009

出  处:《水利学报》2013年第3期344-348,共5页Journal of Hydraulic Engineering

基  金:国家自然科学基金资助项目(50979021)

摘  要:寒区河流在春季往往会由于水力因素的剧烈变化而引发冰盖溃决,国内俗称为"武开河"。这一现象会导致冰坝形成,进而形成凌洪灾害。基于弹塑性力学分析,得到了考虑塑性变形的开河极限应力计算公式,与仅考虑弹性变形的极限应力公式相比,前者计算结果约为后者的1.39倍。通过黄河河曲段实例应用分析表明,开河前夕,将冰盖视为弹塑性材料,比视为完全弹性材料能够更好地消除判别结果误差,可为武开河判别提供理论参考。Mechanical ice-cover breakups often happen when the hydrodynamic conditions change rapidly in cold region rivers during the spring season , which is commonly known as " Wu Kai He " in Chinese. The breakup of ice-cover would result in the formation of ice dam and even the flood disasters. Based on the elastic-plastic theory , the formula for calculating the limit stress has been established. Analytical re sults show that the limit stress calculated by assuming ice-cover as the elastic-plastic body is approximate ly 1.39 times than the computing result if taking ice-cover as an absolute elastic body. By using the obser vation data of Hequ Section at the Yellow River , the results error was effectively eliminated when assuming ice-cover as the elastic-plastic body , which provides a mechanical criterion based on the theory evidence.

关 键 词:冰水力学 武开河 弹塑性理论 极限应力 

分 类 号:TV133[水利工程—水力学及河流动力学]

 

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