@ARTICLE{Kępniak_M._Analiza_2016,
 author={Kępniak, M. and Woyciechowski, P.},
 number={No 4 / II},
 journal={Archives of Civil Engineering},
 pages={95-107},
 howpublished={online},
 year={2016},
 publisher={WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCES},
 abstract={This paper addresses the tensile and flexural strength of HPC (high performance concrete). The aim of the paper is to analyse the efficiency of models proposed in different codes. In particular, three design procedures from: the ACI 318 [1], Eurocode 2 [2] and the Model Code 2010 [3] are considered. The associations between design tensile strength of concrete obtained from these three codes and compressive strength are compared with experimental results of tensile strength and flexural strength by statistical tools. Experimental results of tensile strength were obtained in the splitting test. Based on this comparison, conclusions are drawn according to the fit between the design methods and the test data. The comparison shows that tensile strength and flexural strength of HPC depend on more influential factors and not only compressive strength.},
 type={Artykuły / Articles},
 title={Analiza statystyczna efektywności metod projektowych przewidywania wytrzymałości na rozciąganie i zginanie betonów wysokowartościowych},
 title={The statistical analysis of relation between compressive and tensile/flexural strength of high performance concrete},
 URL={http://www.journals.pan.pl/Content/103294/PDF-MASTER/17%20The%20Statistical%20Analysis%20of%20Relation%20between%20Compressive%20and%20TensileFlexural%20Strength%20of%20High%20Performance%20Concrete.pdf},
 keywords={beton wysokowartościowy, wytrzymałość na rozciąganie, wytrzymałość na zginanie, efektywność metod projektowych, high performance concrete, tensile strength, flexural strength, design methods efficiency},
}