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The Statistical Analysis of Relation between Compressive and Tensile/Flexural Strength of High Performance Concrete

Autor(en):

Medium: Fachartikel
Sprache(n): Englisch
Veröffentlicht in: Archives of Civil Engineering, , n. 4, v. 62
Seite(n): 95-108
DOI: 10.1515/ace-2015-0110
Abstrakt:

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.

Structurae kann Ihnen derzeit diese Veröffentlichung nicht im Volltext zur Verfügung stellen. Der Volltext ist beim Verlag erhältlich über die DOI: 10.1515/ace-2015-0110.
  • Über diese
    Datenseite
  • Reference-ID
    10476823
  • Veröffentlicht am:
    25.11.2020
  • Geändert am:
    25.11.2020
 
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