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混凝土小砌块配筋砌体墙片的抗弯性能试验研究
引用本文:孙恒军,王欣,程才渊.混凝土小砌块配筋砌体墙片的抗弯性能试验研究[J].山东建筑大学学报,2006,21(6):503-506,539.
作者姓名:孙恒军  王欣  程才渊
作者单位:1. 山东建筑大学,土木工程学院,山东,济南,250101
2. 同济大学,结构工程与防灾研究所,上海,200092
摘    要:通过对7片配筋混凝土小型空心砌块墙片在垂直荷载和水平反复荷载共同作用下的抗弯性能试验,研究探讨了配筋砌体受弯墙片的破坏形式、变形能力、抗弯承载力计算方法等方面,认为其受力特点与普通砌体墙抗弯能力很弱的特点完全不同,其破坏机理接近于钢筋混凝土剪力墙,其变形能力比混凝土剪力墙更好些,提出的抗弯承载力计算方法比较合理地反映了配筋砌体墙片的抗弯承载能力。

关 键 词:配筋砌体  抗弯性能  变形性能  抗弯承载力
文章编号:1673-7644(2006)06-0503-04
收稿时间:2005-12-16
修稿时间:2005-12-16

Experimental research on bending bearing behavior of reinforced masonry walls
SUN Heng-jun,WANG Xin,CHENG Cai-yuan.Experimental research on bending bearing behavior of reinforced masonry walls[J].Journal of Shandong Institute of Architecture and Engineering,2006,21(6):503-506,539.
Authors:SUN Heng-jun  WANG Xin  CHENG Cai-yuan
Affiliation:1. School of Civil Engineering, Shandong Jianzhu University, Jinan 250101,China ;2. Institute of structural engineering and disaster prevention Tongji University, Shanghai 200092, China
Abstract:Based on the lateral load-bearing capacity test of seven reinforced masonry walls being used in the middle-high building, the failure characteristics, the bending bearing capacity and the deformation capacity of reinforced masonry walls are discussed in the paper, and the bending bearing capacity calculating formula of reinforced masonry is brought forward afterward.
Keywords:reinforced masonry  deformation behavior  bending bearing capacity
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