Some practical aspects of the photoelastic stressmeter in concrete

Further investigations are described in the development of a biaxial glass inclusion gauge as a practical instrument for internal stress determinations in concrete. With this technique the magnitudes and directions of the required host stresses are interpreted from the induced stresses in the gauge...

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Main Author: Rose, Howard
Published: University of Sheffield 1970
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Online Access:http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.572840
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spelling ndltd-bl.uk-oai-ethos.bl.uk-5728402017-02-17T03:23:48ZSome practical aspects of the photoelastic stressmeter in concreteRose, Howard1970Further investigations are described in the development of a biaxial glass inclusion gauge as a practical instrument for internal stress determinations in concrete. With this technique the magnitudes and directions of the required host stresses are interpreted from the induced stresses in the gauge by photoelastic methods. Before discussing the new work the concepts and principal features of earlier stress gauges are described and existing knowledge of the photoelastic stress meter is summarised. Some elementary aspects of concrete shrinkage effects on the gauge readings are then discussed; the experimental evidence includes the problem of inclusion stresses produced by shrinkage and superposed external loads. The discussion continues with an assessment of stressmeter behaviour under the action of two-dimensional stresses of opposite sign. Experimental evidence is compared with a theoretical solution and other indirect stress measurements using conventional strain gauge techniques. The experimental results from both the shrinkage and compression-tension tests reveal significant anomalies in the inclusion stress distribution. Then comparisons are made with calculated conditions. This feature, which has not been considered by previous investigations, is discussed with reference to the assumptions implicit in the theoretical solutions. An explanation is proposed for the observed behaviour. Finally a practical application of the stressmeter in a buttress Jam is described and the readings are compared with calculated stress conditions for the buttress. Recommendations are made for the benefit of similar applications in the future. The thesis concludes by discussing the implications of the present results to the photoelastic stressmeter method of determining stresses in concrete and suggestions are made for topics of further study.624.1University of Sheffieldhttp://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.572840http://etheses.whiterose.ac.uk/14583/Electronic Thesis or Dissertation
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sources NDLTD
topic 624.1
spellingShingle 624.1
Rose, Howard
Some practical aspects of the photoelastic stressmeter in concrete
description Further investigations are described in the development of a biaxial glass inclusion gauge as a practical instrument for internal stress determinations in concrete. With this technique the magnitudes and directions of the required host stresses are interpreted from the induced stresses in the gauge by photoelastic methods. Before discussing the new work the concepts and principal features of earlier stress gauges are described and existing knowledge of the photoelastic stress meter is summarised. Some elementary aspects of concrete shrinkage effects on the gauge readings are then discussed; the experimental evidence includes the problem of inclusion stresses produced by shrinkage and superposed external loads. The discussion continues with an assessment of stressmeter behaviour under the action of two-dimensional stresses of opposite sign. Experimental evidence is compared with a theoretical solution and other indirect stress measurements using conventional strain gauge techniques. The experimental results from both the shrinkage and compression-tension tests reveal significant anomalies in the inclusion stress distribution. Then comparisons are made with calculated conditions. This feature, which has not been considered by previous investigations, is discussed with reference to the assumptions implicit in the theoretical solutions. An explanation is proposed for the observed behaviour. Finally a practical application of the stressmeter in a buttress Jam is described and the readings are compared with calculated stress conditions for the buttress. Recommendations are made for the benefit of similar applications in the future. The thesis concludes by discussing the implications of the present results to the photoelastic stressmeter method of determining stresses in concrete and suggestions are made for topics of further study.
author Rose, Howard
author_facet Rose, Howard
author_sort Rose, Howard
title Some practical aspects of the photoelastic stressmeter in concrete
title_short Some practical aspects of the photoelastic stressmeter in concrete
title_full Some practical aspects of the photoelastic stressmeter in concrete
title_fullStr Some practical aspects of the photoelastic stressmeter in concrete
title_full_unstemmed Some practical aspects of the photoelastic stressmeter in concrete
title_sort some practical aspects of the photoelastic stressmeter in concrete
publisher University of Sheffield
publishDate 1970
url http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.572840
work_keys_str_mv AT rosehoward somepracticalaspectsofthephotoelasticstressmeterinconcrete
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