Shrinkage influence on stress-strain state of composite masonry members/Susitraukimo deformacijų įtaka kompleksinių mūro elementų įtempių ir deformacijų būviui
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 differenc...
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Vilnius Gediminas Technical University
2001-06-01
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| Series: | Journal of Civil Engineering and Management |
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| Online Access: | http://journals.vgtu.lt/index.php/JCEM/article/view/9181 |
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doaj-6dad1654798945eda982965e1ea1588d2021-07-02T12:22:27ZengVilnius Gediminas Technical UniversityJournal of Civil Engineering and Management1392-37301822-36052001-06-017310.3846/13921525.2001.10531721Shrinkage influence on stress-strain state of composite masonry members/Susitraukimo deformacijų įtaka kompleksinių mūro elementų įtempių ir deformacijų būviuiGediminas Marčiukaitis0Dept of Reinforced Concrete and Masonry Structures , Vilnius Gediminas Technical University (VGTU) , Saulėtekio al. 11, LT-2040 , Vilnius , Lithuania 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. First Published Online: 30 Jul 2012 http://journals.vgtu.lt/index.php/JCEM/article/view/9181- |
| collection |
DOAJ |
| language |
English |
| format |
Article |
| sources |
DOAJ |
| author |
Gediminas Marčiukaitis |
| spellingShingle |
Gediminas Marčiukaitis Shrinkage influence on stress-strain state of composite masonry members/Susitraukimo deformacijų įtaka kompleksinių mūro elementų įtempių ir deformacijų būviui Journal of Civil Engineering and Management - |
| author_facet |
Gediminas Marčiukaitis |
| author_sort |
Gediminas Marčiukaitis |
| title |
Shrinkage influence on stress-strain state of composite masonry members/Susitraukimo deformacijų įtaka kompleksinių mūro elementų įtempių ir deformacijų būviui |
| title_short |
Shrinkage influence on stress-strain state of composite masonry members/Susitraukimo deformacijų įtaka kompleksinių mūro elementų įtempių ir deformacijų būviui |
| title_full |
Shrinkage influence on stress-strain state of composite masonry members/Susitraukimo deformacijų įtaka kompleksinių mūro elementų įtempių ir deformacijų būviui |
| title_fullStr |
Shrinkage influence on stress-strain state of composite masonry members/Susitraukimo deformacijų įtaka kompleksinių mūro elementų įtempių ir deformacijų būviui |
| title_full_unstemmed |
Shrinkage influence on stress-strain state of composite masonry members/Susitraukimo deformacijų įtaka kompleksinių mūro elementų įtempių ir deformacijų būviui |
| title_sort |
shrinkage influence on stress-strain state of composite masonry members/susitraukimo deformacijų įtaka kompleksinių mūro elementų įtempių ir deformacijų būviui |
| publisher |
Vilnius Gediminas Technical University |
| series |
Journal of Civil Engineering and Management |
| issn |
1392-3730 1822-3605 |
| publishDate |
2001-06-01 |
| description |
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.
First Published Online: 30 Jul 2012
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| topic |
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| url |
http://journals.vgtu.lt/index.php/JCEM/article/view/9181 |
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AT gediminasmarciukaitis shrinkageinfluenceonstressstrainstateofcompositemasonrymemberssusitraukimodeformacijuitakakompleksiniumuroelementuitempiuirdeformacijubuviui |
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