文档介绍：《混凝土结构设计原理》实验报告
实验二钢筋混凝土受弯构件斜截面试验
土木工程专业 10 级 3 班
姓名学号
二零一零年十二月
仲恺农业工程学院城市建设学院
目录
一、实验目的:································································· 2
二、实验设备:································································· 2
三、实验成果与分析,包括原始数据、实验结果数据与曲线、根据实验数据绘制曲线·····3
2
-配筋截面
-配筋截面
斜压破坏-配筋截面
斜拉破坏:······························································ 4
计算的开裂剪力、极限剪力与模拟实验的数值对比,分析原因
绘出试验梁p-f变形曲线
绘制裂缝分布形态图
简述裂缝的出现、分布和展开的过程与机理
剪压破坏:······························································ 6
计算的开裂剪力、极限剪力与模拟实验的数值对比,分析原因
绘出试验梁p-f变形曲线
绘制裂缝分布形态图
简述裂缝的出现、分布和展开的过程与机理
简述配筋率对受弯构件正截面承载力、挠度和裂缝宽度的影响
斜压破坏:······························································ 9
计算的开裂剪力、极限剪力与模拟实验的数值对比,分析原因
绘出试验梁p-f变形曲线
绘制裂缝分布形态图
简述裂缝的出现、分布和展开的过程与机理
简述配筋率对受弯构件正截面承载力、挠度和裂缝宽度的影响
四、实验结果讨论与实验小结。···················································11
仲恺农业工程学院实验报告纸
城市建设学院(院、系)土木工程专