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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The Red 123906- status indicator indicates that the document is an old version The document has likely been withdrawn by the publisher, also the meta data presented here may be out of date as it is no longer being maintained by the editorial teams at NBS.

1390-6 Revisions British Standards are updated by amendment or revision. Document Status Indicators The Green document status indicator indicates that the document is: Carefully position packing strips and, if required, loading pieces,along the top and bottom of the plane of loading of the specimen.

BSI Chiswick High Road London W4 4AL This does not preclude the free use, in the course of implementing the standard, of necessary details such 13290-6 symbols, and size, type or grade designations. The resulting orthogonal tensile force causes the specimen to fail 1230-6 tension. Size px x x x x Search all products by.

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Page 8 EN NOTE The required loading rate on the testing machine is given by the formula: Except as permitted under the Copyright, Designs and Patents Act no extract may be reproduced, stored in a retrieval system or ej in any form or by any means — electronic, photocopying, recording or otherwise — without prior written permission from BSI.

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Dimensions in millimetres Key 1 Steel loading piece 2 Hardboard packing strips 3 Segment may be trimmed Figure 2 – Curved loading piece 7 Expression of results The tensile splitting strength is given by the formula: These lines shall be opposite each other in an axial plane and the extremities of the two lines shall be connected over each end of the specimen, to define clearly the plane of loading.

Tests on fresh concrete were conducted like, slump test, compaction factor test and Ve. We are a non-profit group that run this website to share documents.

Other tests were conducted on hardened concrete like, compressive strength, flexural strength, modulus of elasticity, indirect tensile strength and ultrasonic pulse velocity. When using manually controlled testing machines, correct any tendency for the selected rate of loading to decrease, as specimen failure is approached, by appropriate adjustment of the controls. It is incorporated by Royal Charter. Their committees work with the manufacturing and service industries, government, businesses and consumers to facilitate the production of British, European and International standards.

BS EN 12390-6:2009

The plane of loading shall be perpendicular to the trowelled surface. The jig shall not restrict the deformation of the specimen during the test.

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 increase in rate of stress, in megapascals per second, or newtons per square millimetre per second. Customers who bought this product also bought BS EN sb We need your help! Tensile splitting strength of test specimens Status: Accept and continue Learn more e the cookies we use and how to change your settings.

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When using automatically controlled testing machines, check the rate of loading periodically, to ensure that the rate is constant. Describes a method to determine the tensile splitting strength of cylindrical test 12930-6 of hardened concrete.

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

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Find Similar Items This product falls into the following categories. Record the maximum load indicated. Please help us to share our bw with your friends. Clean and remove any loose grit or other extraneous material from the surface of the specimen that will be in contact with the packing strips. Contact the Information Centre. Dimensions in millimetres Key 1 1230-6 loading piece 2 Hardboard packing strips Figure 1 – Jig for testing cylindrical specimens 5 Test specimens 5. The Amber document status indicator indicates that some caution is needed when using this document – it is either: Moreover, plate load tests were conducted on pavement model slabs of PCC and SFRC casted and arranged over a prepared subgrade sandy soil in a model tank.

Curved steel loading pieces may be used in place of or in addition to conventional plane platens see figure bd.