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Homogenization techniques for in and out-of-plane loaded masonry walls


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  • Product Description

The Thesis presents some numerical models based on homogenization for masonry structures subjected to in- and out-of-plane loads. Joints and bricks are assumed either linear elastic or rigid perfectly-plastic. In the latter case, a simple optimization problem is derived at a cell level to evaluate the macroscopic strength domain of masonry, using both the static and the kinematic theorem of limit analysis. A simple polynomial expansion of the micro-stress field in a finite number of rectangular sub-domains is proposed, suitable to obtain with a very limited computational effort a lower bound estimation of both in- and out-of-plane masonry failure surfaces. Strength domains so recovered are then implemented in suitable FE limit analysis codes for the upper and lower bound estimation of collapse loads and failure mechanisms of entire walls. Finally, the effect of the introduction of FRP strips as reinforcement is discussed using standard FE homogenization in the elastic range.

Product Specifications
SKU :COC39659
AuthorGabriele Milani
Number of Pages300
Publishing Year2010-04-06T00:00:00.000
Edition487 st
Book TypeEnvironmental science, engineering & technology
Country of ManufactureIndia
Product BrandLAP LAMBERT Academic Publishing
Product Packaging InfoBox
In The Box1 Piece
Product First Available On ClickOnCare.com2015-01-08 00:00:00