摘要
根据仿真模型试验成果分析大直径混凝土坝内埋管的钢衬、钢筋和混凝土联合作用,加劲环对应力分布的影响,说明混凝土标号和施工质量是决定坝内埋管承载能力的关键。
This paper present combined action of the steel liner and reinforced concrete for the body concrete dam with embedded large diameter penstock subjecte according to the result of simulation model test. It's show bearing capacity of the penstock is determined by the concrete grade and the quality of construction.
出处
《广西大学学报(自然科学版)》
CAS
CSCD
1992年第3期72-76,共5页
Journal of Guangxi University(Natural Science Edition)
基金
国家自然科学基金
关键词
压力钢管/坝内埋管
仿真校型
steel penstocks/embedded penstock
simulation model