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Finite Element Model to Compute Stresses in Composite Masonry Due to Creep, Shrinkage, and Temperature
A two-dimensional finite element model is developed to incorporate the effects of creep, moisture, and thermal strains in the wythes of composite masonry walls. A numerical technique is presented to apply joint load increments on a wall that are equivalent to the creep strains for a given time element. The proposed technique is shown to lead to stable solutions. A similar scheme is also used to compute strains and stresses due to thermal and moisture strains. It is found that substantial stress redistribution occurs in a composite wall due to creep and that the effects of thermal and moisture strains cannot be neglected.
Finite Element Model to Compute Stresses in Composite Masonry Due to Creep, Shrinkage, and Temperature
A two-dimensional finite element model is developed to incorporate the effects of creep, moisture, and thermal strains in the wythes of composite masonry walls. A numerical technique is presented to apply joint load increments on a wall that are equivalent to the creep strains for a given time element. The proposed technique is shown to lead to stable solutions. A similar scheme is also used to compute strains and stresses due to thermal and moisture strains. It is found that substantial stress redistribution occurs in a composite wall due to creep and that the effects of thermal and moisture strains cannot be neglected.
Finite Element Model to Compute Stresses in Composite Masonry Due to Creep, Shrinkage, and Temperature
S. C. Anand (author) / A. Gandhi (author) / R. H. Brown (author)
1983
121 pages
Report
No indication
English
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