Abstract
Composite masonry structures consists of various units (bricks or ceramic, concrete and other blocks) masonry and concrete or reinforced concrete layers. Analysis has shown that in most cases deformation properties of masonry, concrete and reinforced concrete are different. There is a big difference in modulus of elasticity and shrinkage deformations. Methods for determination of shrinkage and modulus of elasticity for different types of masonry and reinforced concrete have been presented. Analysis of distribution of stresses and deformations in layers has shown that for a given difference of shrinkage in layers the stresses of tension and compression in the layers depend on the cross-section area of these layers and the ratio of the modulus of elasticity. Formulas are given for calculation of these stresses.
Highlights
Composite masonry structures consists of various units
There is a big difference in modulus of elasticity and shrinkage deformations
that for a given difference of shrinkage in layers the stresses of tension and compression in the layers depend on the cross-section area of these layers
Summary
Submit your article to this journal Article views: 99. STATYBA- CIVIL ENGINEERING- 2001, VII tomas, Nr. 3 Statybines konstrukcijos ir j4 apskaiciavimas. SUSITRAUKIMO DEFORMACIJV JTAKA KOMPLEKSINIV MURO ELEMENTlJ JTEMPIV IR DEFORMACIJV BUVIUI
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