NDLI: FE PREDICTION OF BRICKWORK PANEL SHEAR STRENGTH

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FE PREDICTION OF BRICKWORK PANEL SHEAR STRENGTH

Content Provider	Scilit
Copyright Year	2004
Description	Because the in-plane shear strength of masonry panels depends on a large number of parameters, it is not practical to fully research the influence and interaction of these parameters on shear strength using full scale tests, as these are expensive and time consuming to conduct. Such a parameter study can however be undertaken using finite Keywords : Shear strength, Walls, Finite elements, Masonry, Brickwork element analyses, provided a program is available that can be shown to predict the shear strength of panels with a reasonable degree of accuracy. This paper describes a program that was developed for the purpose of undertaking such a parameter study on panels where failure lines develop primarily in the joints. It is therefore best suited for use in studying panels formed from relatively strong bricks. Currently the program is not capable of simulating failures that occur within bricks or blocks. Book Name: Computer Methods in Structural Masonry - 4
Related Links	https://content.taylorfrancis.com/books/download?dac=C2010-0-37525-1&isbn=9780429180507&doi=10.1201/9781482272062-11&format=pdf
Ending Page	139
Page Count	8
Starting Page	132
DOI	10.1201/9781482272062-11
Language	English
Publisher	Informa UK Limited
Publisher Date	2004-01-14
Access Restriction	Open
Subject Keyword	Book Name: Computer Methods in Structural Masonry - 4 Architecture Shear Strength Finite Masonry Bricks Parameter Study Brickwork Study On Panels
Content Type	Text
Resource Type	Chapter

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