Analytic modelling of connection flow for a wood - concrete composite structure

被引：0

作者：

Lozancic, Silva ^{[1
]}

Takac, Stjepan ^{[1
]}

Klecina, Mirjana Bosnjak ^{[1
]}

机构：

[1] Sveuciliste JJ Strossmayera Osijeku, Gradevinski Fak Osijek, Osijek, Croatia

来源：

GRADEVINAR | 2011年 / 63卷 / 07期

关键词：

composite structure; wood; -; concrete; analytical model; time failure; shear connector; sliding module;

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The definition of an analytic time failure model, or the rheological connector sliding module, is presented for the wood-concrete composite structure subjected to constant load. The analytical model is based on experimental testing of rheological behaviour, i.e. behaviour alter constant long-term load, of the wood-concrete composite, where connection has been achieved using special-type shear connectors. The results are described by analytical model using the program package Mathematica.

引用

页码：633 / 639

页数：7