摘要
依据黄河淤泥承重多孔砖砌体的抗压试验,对其砌体结构的整体变形进行分析,对黄河淤泥承重多孔砖砌体的应力-应变曲线、试件的破坏过程、破坏特征等进行了系统的研究,为黄河淤泥承重多孔砖砌体替代实心粘土砖的推广应用打下了基础。
Based on the compressive experiment with the Yellow River silt bearing cellular bricking structures, it is analyzed their Unitary deformation performance and systematically studied their stress-strain curve, destructive process and characters, etc., so as to lay a foundation for the wide use of the Yellow River silt bearing cellular bricking structures instead of solid clay ones.
出处
《工业建筑》
CSCD
北大核心
2006年第5期56-58,101,共4页
Industrial Construction
基金
河南省杰出人才创新基金项目(编号:0621001000)
河南省高等学校杰出科研人才创新工程资助项目(编号:2005KYCX018)
郑州市重大科技攻关资助项目(编号:04BA60ABKC01)
关键词
黄河淤泥承重多孔砖
整体变形
应力-应变曲线
破坏特征
the Yellow River silt bearing cellular bricks unitary deformation stress-strain curve destructive character
