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Statements

Subject Item
n2:RIV%2F00216305%3A26110%2F12%3APU102110%21RIV13-GA0-26110___
rdf:type
n7:Vysledek skos:Concept
dcterms:description
The paper is generally focused on the determination and evaluation of yield and ultimate strengths of structural steels, not only current materials but also materials of existing steel structures when the properties are unknown and no material certificates exist. The attention is paid i.a. to the testing and evaluation of steel strengths, especially from the viewpoint of the statistical elaboration of material test results aimed to obtain strength values leading to the reliable structural design [3], in the meaning of general rules according to the European Standards for structural design of civil engineering constructions. The paper deals with actual yield and ultimate strengths obtained using material tests and with characteristic and design strengths based on the test results evaluation versus nominal and design strengths given by European Standards which are used for the structural design in the usual cases when steel grade is known. But in the case of existing structures, very often no informatio The paper is generally focused on the determination and evaluation of yield and ultimate strengths of structural steels, not only current materials but also materials of existing steel structures when the properties are unknown and no material certificates exist. The attention is paid i.a. to the testing and evaluation of steel strengths, especially from the viewpoint of the statistical elaboration of material test results aimed to obtain strength values leading to the reliable structural design [3], in the meaning of general rules according to the European Standards for structural design of civil engineering constructions. The paper deals with actual yield and ultimate strengths obtained using material tests and with characteristic and design strengths based on the test results evaluation versus nominal and design strengths given by European Standards which are used for the structural design in the usual cases when steel grade is known. But in the case of existing structures, very often no informatio
dcterms:title
Material Testing and Evaluation of Steel Mechanical Properties for Classification of Steel Grade of Existing Civil Engineering Structure Material Testing and Evaluation of Steel Mechanical Properties for Classification of Steel Grade of Existing Civil Engineering Structure
skos:prefLabel
Material Testing and Evaluation of Steel Mechanical Properties for Classification of Steel Grade of Existing Civil Engineering Structure Material Testing and Evaluation of Steel Mechanical Properties for Classification of Steel Grade of Existing Civil Engineering Structure
skos:notation
RIV/00216305:26110/12:PU102110!RIV13-GA0-26110___
n7:predkladatel
n10:orjk%3A26110
n3:aktivita
n5:P n5:S
n3:aktivity
P(ED2.1.00/03.0097), P(GAP105/12/0314), P(TA01030849), S
n3:cisloPeriodika
1
n3:dodaniDat
n8:2013
n3:domaciTvurceVysledku
n13:4829549 n13:7369298
n3:druhVysledku
n6:J
n3:duvernostUdaju
n18:S
n3:entitaPredkladatele
n17:predkladatel
n3:idSjednocenehoVysledku
148663
n3:idVysledku
RIV/00216305:26110/12:PU102110
n3:jazykVysledku
n15:eng
n3:klicovaSlova
Material testing, evaluation, mechanical property, classification, steel grade, ultimate strength, yield strength, design, characteristic, nominal, value, existing civil engineering structure.
n3:klicoveSlovo
n4:mechanical%20property n4:design n4:characteristic n4:value n4:Material%20testing n4:steel%20grade n4:existing%20civil%20engineering%20structure. n4:evaluation n4:nominal n4:ultimate%20strength n4:yield%20strength n4:classification
n3:kodStatuVydavatele
CH - Švýcarská konfederace
n3:kontrolniKodProRIV
[0A206A5494CF]
n3:nazevZdroje
Advanced Materials Research
n3:obor
n16:JM
n3:pocetDomacichTvurcuVysledku
2
n3:pocetTvurcuVysledku
2
n3:projekt
n11:TA01030849 n11:GAP105%2F12%2F0314 n11:ED2.1.00%2F03.0097
n3:rokUplatneniVysledku
n8:2012
n3:svazekPeriodika
651
n3:tvurceVysledku
Karmazínová, Marcela Melcher, Jindřich
s:issn
1022-6680
s:numberOfPages
6
n19:organizacniJednotka
26110