Mechanics of Masonry in Compression
Strength and deformation of clay-unit masonry under uniaxial concentric compressive force were investigated. Biaxial tension-compression tests of bricks and triaxial compression tests of mortar were done to establish constitutive relations for each material. Mortar strengths and brick types were var...
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| Veröffentlicht in: | Journal of structural engineering (New York, N.Y.) N.Y.), 1985-04, Vol.111 (4), p.857-870 |
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| container_title | Journal of structural engineering (New York, N.Y.) |
| container_volume | 111 |
| creator | McNary, W. Scott Abrams, Daniel P |
| description | Strength and deformation of clay-unit masonry under uniaxial concentric compressive force were investigated. Biaxial tension-compression tests of bricks and triaxial compression tests of mortar were done to establish constitutive relations for each material. Mortar strengths and brick types were varied. Interaction effects of these two materials were examined using a theory proposed by others. A numerical model based on this theory was used to compute the force-deformation relationship for a stack-bond prism. Results of the analysis were compared with measured strengths and deformations of test prisms. Results of the study indicated that mechanics of clay-unit masonry in compression could be well represented with a relatively simple model, and the most significant parameter to consider was the dilatant behavior of the mortar. |
| doi_str_mv | 10.1061/(ASCE)0733-9445(1985)111:4(857) |
| format | Article |
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Scott</creatorcontrib><creatorcontrib>Abrams, Daniel P</creatorcontrib><title>Mechanics of Masonry in Compression</title><title>Journal of structural engineering (New York, N.Y.)</title><description>Strength and deformation of clay-unit masonry under uniaxial concentric compressive force were investigated. Biaxial tension-compression tests of bricks and triaxial compression tests of mortar were done to establish constitutive relations for each material. Mortar strengths and brick types were varied. Interaction effects of these two materials were examined using a theory proposed by others. A numerical model based on this theory was used to compute the force-deformation relationship for a stack-bond prism. Results of the analysis were compared with measured strengths and deformations of test prisms. Results of the study indicated that mechanics of clay-unit masonry in compression could be well represented with a relatively simple model, and the most significant parameter to consider was the dilatant behavior of the mortar.</description><subject>Applied sciences</subject><subject>Building structure</subject><subject>Buildings. Public works</subject><subject>Construction (buildings and works)</subject><subject>Exact sciences and technology</subject><subject>Masonry structure</subject><subject>TECHNICAL PAPERS</subject><issn>0733-9445</issn><issn>1943-541X</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>1985</creationdate><recordtype>article</recordtype><recordid>eNp9kEFPwjAYhhujiYj-hyUahcO039ay1oMJmSga0AOacGu6ro0jY8UWDvx7O0GONmn6HZ68_d4HoRvAt4AHcNcbzvJRH2dpGnNCaA84o30AuCc9RrP-EeoAJ2lMCcyPUefAnaIz7xcY44wC66DLqVZfsqmUj6yJptLbxm2jqolyu1w57X1lm3N0YmTt9cX-7aLPp9FHPo4n788v-XASS4L5OjaAWaHAZBIYk1mZloZQbXSimUzBmIxjDliXhZa4VEliipKTAQatC8azAUm76HqXu3L2e6P9Wiwrr3Rdy0bbjRcJGaQJJSyADztQOeu900asXLWUbisAi1aOEK0c0ZYWbWnRyhFBjiAiyAkBV_ufpFeyNk42qvKHFEZ5whgO2HyHBUqLhd24JvQXr7PR2-M4KAyBuD0k3BD7O8PfCv9v8APfzny1</recordid><startdate>19850401</startdate><enddate>19850401</enddate><creator>McNary, W. 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| fulltext | fulltext |
| identifier | ISSN: 0733-9445 |
| ispartof | Journal of structural engineering (New York, N.Y.), 1985-04, Vol.111 (4), p.857-870 |
| issn | 0733-9445 1943-541X |
| language | eng |
| recordid | cdi_proquest_miscellaneous_24632548 |
| source | American Society of Civil Engineers:NESLI2:Journals:2014 |
| subjects | Applied sciences Building structure Buildings. Public works Construction (buildings and works) Exact sciences and technology Masonry structure TECHNICAL PAPERS |
| title | Mechanics of Masonry in Compression |
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