BS EN 12390-6 PDF

BS EN BS EN & BS EN BS EN ISO (E). RILEM TC & ASTM C BS EN Testing hardened concrete. Tensile splitting strength of test specimens. Publication Year. Document Status. Green. Latest version of. Find the most up-to-date version of BS EN at Engineering

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Page 9 EN Page 8 EN Document Status Indicators The Green document status indicator indicates that the document is: Specimens cast in moulds shall conform to EN and EN 12390- splitting strength of test specimens Status: It presents the UK view on standards in Europe and at the international level.

Similarly, deflections corresponding to first crack load were also increased for SFRC. We use cookies to make our website easier to use and to better understand your needs.

BS EN , “Testing Hardened Concrete, Tensile Splitting Strength of Test Specimens”,

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The plane of loading shall be perpendicular to the trowelled surface. Three different concrete mixes were chosen.

The jig shall not restrict the deformation of the specimen during the test. Please copy and paste this embed script to where you want to embed Embed Script.

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BS EN – Testing hardened concrete. Tensile splitting strength of test specimens

The specimens shall be examined and any abnormalities observed shall be reported. R is the rate of increase of load, in newtons per second; L is the length of the specimen, in millimetres see Figure 2 ; d is the designated dimension of the specimen, in millimetres; s is the eb in rate of ej, in megapascals per second, or newtons per square millimetre per second.

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Ensure that the upper platen is parallel with the lower platen, during loading. Tests on fresh concrete were conducted like, slump test, compaction factor test and Ve. BSI Chiswick High Road London W4 4AL This does not preclude the free use, in the course of implementing the standard, 1390-6 necessary details such as symbols, and size, type or grade designations. Buying standards Orders for all BSI, international and foreign standards publications should be addressed to Customer Services.

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BS EN 12390-6꞉2000 (EN)

Their load carrying capacity and deflection characteristics were also evaluated and compared with those of Plain Cement Concrete PCC. In the present study, strength parameters of steel fibers reinforced concrete SFRC were investigated. It is incorporated by Royal Charter.