{"id":941,"date":"2020-02-15T14:17:26","date_gmt":"2020-02-15T14:17:26","guid":{"rendered":"https:\/\/seismicconsolidation.com\/?p=941"},"modified":"2020-02-15T14:17:26","modified_gmt":"2020-02-15T14:17:26","slug":"determination-of-the-tensile-strength-of-concrete-by-double-punch-test","status":"publish","type":"post","link":"https:\/\/seismicconsolidation.com\/determination-of-the-tensile-strength-of-concrete-by-double-punch-test\/","title":{"rendered":"Determination of the Tensile Strength of Concrete by Double Punch Test"},"content":{"rendered":"
Job # 11:<\/strong><\/p>\n Determination of the Tensile Strength of Concrete by Double Punch Test<\/strong><\/p>\n Significance:<\/u><\/strong><\/p>\n Apparatus: <\/u><\/strong><\/p>\n \u00a0Related theory:<\/strong><\/u><\/p>\n Difficulties in measurement of tensile strength:<\/strong><\/p>\n There are considerable experimental difficulties in determining the true tensile strength of concrete. In direct tension test following are the difficulties:<\/p>\n Indirect methods for the determination of tensile strength of concrete:<\/strong><\/p>\n Double punch test:<\/strong><\/p>\n In this test, a concrete cylinder is placed vertically between the loading platens of the machine and is compressed by two steel punches placed parallel to top and bottom end surfaces. The sample splits across many vertical diametrical planes radiating from central axis.<\/p>\n Tensile strength can be defined as<\/p>\n <\/p>\n","protected":false},"excerpt":{"rendered":" Job # 11: Determination of the Tensile Strength of Concrete by Double Punch Test Significance: It is an indirect method through which tensile strength of concrete is estimated. Apparatus: Denison Leeds, England Compression testing machine Testing Samples Punches of diameter 37 mm (2 in number, to be placed at the top and bottom of the…<\/p>\n","protected":false},"author":1,"featured_media":947,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":[],"categories":[5,113],"tags":[123],"_links":{"self":[{"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/posts\/941"}],"collection":[{"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/comments?post=941"}],"version-history":[{"count":1,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/posts\/941\/revisions"}],"predecessor-version":[{"id":948,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/posts\/941\/revisions\/948"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/media\/947"}],"wp:attachment":[{"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/media?parent=941"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/categories?post=941"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/seismicconsolidation.com\/wp-json\/wp\/v2\/tags?post=941"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}\n
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