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Title: Testing of hollow clay tile masonry prisms

Abstract

This paper presents test results of 610-mm wide (24-in.) by 1219-mm high (48-in.) by 203-or 330-mm (8- or 13-in.) thick prisms constructed of hollow clay tiles. Three prisms were extracted fro existing hollow clay title walls and 69 were constructed in laboratories at The University of Tennessee and the National Institute of Standards and Technology (NIST) in Gaithersburg, Maryland. Modulus of Elasticity, E, and compressive strength f{prime}{sub m} were calculated from the results.

Authors:
;
Publication Date:
Research Org.:
Oak Ridge Y-12 Plant, TN (United States)
Sponsoring Org.:
USDOE, Washington, DC (United States)
OSTI Identifier:
10106600
Report Number(s):
Y/EN-4684; CONF-940466-1
ON: DE94003680
DOE Contract Number:  
AC05-84OS21400
Resource Type:
Conference
Resource Relation:
Conference: American Society of Civil Engineers (ASCE) structures congress,Atlanta, GA (United States),Apr 1994; Other Information: PBD: 15 Oct 1993
Country of Publication:
United States
Language:
English
Subject:
42 ENGINEERING; 36 MATERIALS SCIENCE; CLAYS; MATERIALS TESTING; BUILDING MATERIALS; YOUNG MODULUS; COMPRESSION STRENGTH; Y-12 PLANT; STATIC LOADS; 420500; 360203; MECHANICAL PROPERTIES

Citation Formats

Jones, W.D., and Butala, M.B. Testing of hollow clay tile masonry prisms. United States: N. p., 1993. Web.
Jones, W.D., & Butala, M.B. Testing of hollow clay tile masonry prisms. United States.
Jones, W.D., and Butala, M.B. Fri . "Testing of hollow clay tile masonry prisms". United States. https://www.osti.gov/servlets/purl/10106600.
@article{osti_10106600,
title = {Testing of hollow clay tile masonry prisms},
author = {Jones, W.D. and Butala, M.B.},
abstractNote = {This paper presents test results of 610-mm wide (24-in.) by 1219-mm high (48-in.) by 203-or 330-mm (8- or 13-in.) thick prisms constructed of hollow clay tiles. Three prisms were extracted fro existing hollow clay title walls and 69 were constructed in laboratories at The University of Tennessee and the National Institute of Standards and Technology (NIST) in Gaithersburg, Maryland. Modulus of Elasticity, E, and compressive strength f{prime}{sub m} were calculated from the results.},
doi = {},
journal = {},
number = ,
volume = ,
place = {United States},
year = {1993},
month = {10}
}

Conference:
Other availability
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