摘要
通过两块陶粒混凝土叠合简支板和一块普通混凝土叠合简支板的对比试验，研究了无筋结合面陶粒混凝土叠合板结合面的抗剪性能。试验结果表明：无筋结合面具有足够的抗剪能力，当结合面的剪应力小于允许值时，是安全可靠的。
Through the experiments of two ceramsite concrete and an ordinary concrete simply SupportedChmposite slabs, the Shear behavior of the Ceramsite concrete composite slabs withoutsteel at the interfaces hasbeen Studied. The test results show that enough shear strength exists at the interfaces though no steel areprovided at them.
出处
《工业建筑》
EI
CSCD
北大核心
1997年第9期27-30,共4页
Industrial Construction
