About: COMPARISON OF STRUCTURAL CONCRETE STRENGTH VALUES AS TESTED BY SCHMIDT IMPACT HAMMERS, TYPE N/L     Goto   Sponge   NotDistinct   Permalink

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  • Non-destructive methods are one of possibilities to determine concrete compressive strength without damage of the structure. Testing by Schmidt impact hammers should be based on presumption that particular testing point being checked by means of various impact hammer types should provide same values of concrete compressive strength. To check the expectation as mentioned above, we analyzed concrete structures built-up 25 to 40 years ago, using Schmidt impact hammers type N and type L. It was determined that values of concrete compressive strength as tested by Schmidt impact hammer type L are lower than the same as tested by Schmidt impact hammer type N. The difference varies from 0 to 20 MPa; its average is 7.8 MPa.
  • Non-destructive methods are one of possibilities to determine concrete compressive strength without damage of the structure. Testing by Schmidt impact hammers should be based on presumption that particular testing point being checked by means of various impact hammer types should provide same values of concrete compressive strength. To check the expectation as mentioned above, we analyzed concrete structures built-up 25 to 40 years ago, using Schmidt impact hammers type N and type L. It was determined that values of concrete compressive strength as tested by Schmidt impact hammer type L are lower than the same as tested by Schmidt impact hammer type N. The difference varies from 0 to 20 MPa; its average is 7.8 MPa. (en)
Title
  • COMPARISON OF STRUCTURAL CONCRETE STRENGTH VALUES AS TESTED BY SCHMIDT IMPACT HAMMERS, TYPE N/L
  • COMPARISON OF STRUCTURAL CONCRETE STRENGTH VALUES AS TESTED BY SCHMIDT IMPACT HAMMERS, TYPE N/L (en)
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  • COMPARISON OF STRUCTURAL CONCRETE STRENGTH VALUES AS TESTED BY SCHMIDT IMPACT HAMMERS, TYPE N/L
  • COMPARISON OF STRUCTURAL CONCRETE STRENGTH VALUES AS TESTED BY SCHMIDT IMPACT HAMMERS, TYPE N/L (en)
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  • RIV/00216305:26110/10:PU87917!RIV11-MSM-26110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • Z(MSM0021630511)
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
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http://linked.open...iv/duvernostUdaju
http://linked.open...titaPredkladatele
http://linked.open...dnocenehoVysledku
  • 251526
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/10:PU87917
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • concrete, strength, impact hammer, compressive strength (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [D1B268F8FEE6]
http://linked.open...v/mistoKonaniAkce
  • Brno
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  • Brno
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  • 8th INTERNATIONAL CONFERENCE NDT 2010 NON-DESTRUCTIVE TESTING IN ENGINEERING PRACTICE
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Brožovský, Jiří
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
http://linked.open...n/vavai/riv/zamer
number of pages
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  • AKADEMICKÉ NAKLADATELSTVÍ CERM, s.r.o.Brno
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  • 978-80-7204-723-9
http://localhost/t...ganizacniJednotka
  • 26110
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