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Statements

Subject Item
n2:RIV%2F62156489%3A43410%2F14%3A00230284%21RIV15-TA0-43410___
rdf:type
n6:Vysledek skos:Concept
rdfs:seeAlso
http://waset.org/publications/9998435/simple-procedure-for-probability-calculation-of-tensile-crack-occurring-in-rigid-pavement-case-study
dcterms:description
Formation of tensile cracks in concrete slabs of rigid pavement can be (among others) the initiation point of the other, more serious failures which can ultimately lead to complete degradation of the concrete slab and thus the whole pavement. Two measures can be used for reliability assessment of this phenomenon - the probability of failure and/or the reliability index. Different methods can be used for their calculation. The simple ones are called moment methods and simulation techniques. Two methods - FOSM Method and Simple Random Sampling Method - are verified and their comparison is performed. The influence of information about the probability distribution and the statistical parameters of input variables as well as of the limit state function on the calculated reliability index and failure probability are studied in three points on the lower surface of concrete slabs of the older type of rigid pavement formerly used in the Czech Republic. Formation of tensile cracks in concrete slabs of rigid pavement can be (among others) the initiation point of the other, more serious failures which can ultimately lead to complete degradation of the concrete slab and thus the whole pavement. Two measures can be used for reliability assessment of this phenomenon - the probability of failure and/or the reliability index. Different methods can be used for their calculation. The simple ones are called moment methods and simulation techniques. Two methods - FOSM Method and Simple Random Sampling Method - are verified and their comparison is performed. The influence of information about the probability distribution and the statistical parameters of input variables as well as of the limit state function on the calculated reliability index and failure probability are studied in three points on the lower surface of concrete slabs of the older type of rigid pavement formerly used in the Czech Republic.
dcterms:title
Simple procedure for probability calculation of tensile crack occurring in rigid pavement - case study Simple procedure for probability calculation of tensile crack occurring in rigid pavement - case study
skos:prefLabel
Simple procedure for probability calculation of tensile crack occurring in rigid pavement - case study Simple procedure for probability calculation of tensile crack occurring in rigid pavement - case study
skos:notation
RIV/62156489:43410/14:00230284!RIV15-TA0-43410___
n3:aktivita
n15:P
n3:aktivity
P(TA01020326)
n3:cisloPeriodika
3
n3:dodaniDat
n12:2015
n3:domaciTvurceVysledku
n11:4118189
n3:druhVysledku
n16:J
n3:duvernostUdaju
n17:S
n3:entitaPredkladatele
n14:predkladatel
n3:idSjednocenehoVysledku
44895
n3:idVysledku
RIV/62156489:43410/14:00230284
n3:jazykVysledku
n10:eng
n3:klicovaSlova
simulation; reliability index; probability; failure pavement
n3:klicoveSlovo
n8:reliability%20index n8:simulation n8:probability n8:failure%20pavement
n3:kodStatuVydavatele
TR - Turecká republika
n3:kontrolniKodProRIV
[7A4EBAD781FC]
n3:nazevZdroje
World Academy of Science, Engineering and Technology
n3:obor
n19:JN
n3:pocetDomacichTvurcuVysledku
1
n3:pocetTvurcuVysledku
3
n3:projekt
n4:TA01020326
n3:rokUplatneniVysledku
n12:2014
n3:svazekPeriodika
8
n3:tvurceVysledku
Florian, Aleš Žák, Jaroslav Ševelová, Lenka
s:issn
2010-376X
s:numberOfPages
5
n9:organizacniJednotka
43410