位置:成果数据库 > 期刊 > 期刊详情页
碾压混凝土诱导缝等效强度试验研究
  • 期刊名称:武汉理工大学学报(自然科学版)
  • 时间:0
  • 页码:10-13
  • 语言:中文
  • 分类:TV313[水利工程—水工结构工程]
  • 作者机构:[1]辽宁工业大学土木建筑学院,锦州121001, [2]沈阳工业大学建筑工程学院,沈阳110024, [3]大连理工大学海岸和近海工程国家重点实验室,大连116024
  • 相关基金:基金项目:国家自然科学基金(50709013).
  • 相关项目:高碾压混凝土坝诱导缝的等效强度及优化布置研究
中文摘要:

根据实际拱坝中设置诱导缝方式的不同,在碾压混凝土轴拉试件中埋设不同形式诱导片模拟各种不同的情况,并进行了轴拉试验。得到不同诱导缝形式、试件尺寸及面积折减率的诱导缝的等效强度,从中分析诱导缝等效强度对于不同情况的变化规律。诱导缝等效强度随试件尺寸的增加而减小。

英文摘要:

According to different manners of crack directors in arch dams, different induced planes were embedded into the RCC tension specimen to simulate all kinds of crack directors, and then axial tension experiments were performed. The equivalent strengths of all kinds of crack director specimens with dimension and area reduction rate were obtained, and then the variation of the equivalent strengths of all kinds of crack director specimens with different situation were analyzed. Some conclusions were drawn as follows: For specimens with the same area reduction rate, the equivalent strength decreases with the increase of specimen dimension.

同期刊论文项目
同项目期刊论文