预制混凝土
有限元法
结构工程
工程类
承重
钢筋混凝土
摘要
Precast Concrete Sandwich Panels (PCSP) that act as load bearing elements are
structurally and thermally efficient building elements with potential for use as an I
Industrialised Building System (IBS).
The study aims to investigate all issues related to structural performance of
PCSP. The strength characteristics of PCSP under imposed loads with both wythes
being structural wythes were established and the condition for achieving composite
behaviour was examined. Although it is possible to use any conventional flooring
system with the use of PCSP as walling elements, the structural behaviour of PCSP
under lateral load was also studied so that PCSP can be adopted as flooring elements.
This helps to reduce the number of different types of elements necessary in a
building. . A study on typical connections between PCSP elements was alsd
undertaken.
Under axial and eccentric loads, an experimental program consisting of
twelve specimens with different heights was carried out. The theoretical investigation
consists of two theoretical formulations namely, classical expressions and Finite Element Method (FEM). Comparison between non-linear FEM proposed models and
experimental data was made in order to validate the models.
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