摘要
新型灌孔速成墙体是一种在新型轻质玻璃纤维石膏空心板内灌入混凝土而形成的墙体。本文对12块试件进行了竖向荷载下的抗压试验,研究了该种新型灌孔速成墙板在竖向荷载作用下的变形性能,并分析其在竖向荷载下的破坏机理,得出其应力—应变曲线,并推导出抗压强度的计算公式。
The new rapid wall is made of plasterboard and concrete. The deformation capacity and the ultimate load of this new rapid wall with concrete rilled under the vertical load were studied, and the failure principle was analyzed. Based on experimental data, the stress-strain relationship and modulus of elasticity were studied. Finally, the compressive strength formula of elasticity strength for this rapid wall was brought out.
出处
《山东建筑大学学报》
2007年第1期9-12,共4页
Journal of Shandong Jianzhu University
关键词
速成墙体
极限承载力
破坏机理
抗压强度
rapid wall
ultimate load
failure mechanism
compressive strength
