摘要
依据黄河淤泥承重多孔砖砌体中长柱的偏心受压试验,对黄河淤泥承重多孔砖砌体中长柱偏心受压的破坏特征、荷载-应变曲线、截面应变变化规律进行了系统的研究,为黄河淤泥承重多孔砖替代实心黏土砖的推广应用打下理论基础。
Based on the experiment of median long columns with Yellow River silt bearing cellular bricking structures subjected to eccentric compression,systematical study is made on their destructive characters,load-strain curve and the strain's mutative regularity of the section,so as to lay a theoretical foundation for wide use of Yellow River silt bearing cellular bricks instead of solid clay ones.
出处
《新型建筑材料》
北大核心
2007年第10期63-66,共4页
New Building Materials
基金
河南省杰出人才创新基金项目(0621001000)
河南省高等学校杰出科研人才创新工程(2005KYCX018)
郑州市重大科技攻关项目(04BA60ABKC01)
关键词
黄河淤泥承重多孔砖
中长柱
偏心受压
荷载-应变曲线
截面应变变化规律
Yellow River silt bearing cellular brick
median long column
eccentric compression
load-strain curve
strain's mutative regularity of the section