4.6 Article

An inverse analysis method based on deflection to curvature transformation to determine the tensile properties of UHPFRC

期刊

MATERIALS AND STRUCTURES
卷 48, 期 11, 页码 3703-3718

出版社

SPRINGER
DOI: 10.1617/s11527-014-0434-0

关键词

Ultra-high-performance concrete; Uniaxial tensile behaviour; Flexural test; Moment-curvature response; Tensile stress-strain response

资金

  1. Spanish Ministry of Economy and Competiveness [BIA2009-12722, BIA2012-35776]
  2. FEDER fund
  3. Universitat Politecnica de Valencia [PAID-09-11]
  4. Spanish Ministry of Education, Culture and Sport

向作者/读者索取更多资源

The determination of the tensile properties of such a deflection hardening response material as UHPFRC is a serious challenge for both researchers and designers. This process involves many factors, such as specimen size, fibre orientation or test typology. The so-called inverse analysis is used to obtain the tensile constitutive properties that are consistent with the specimen response in a bending test. This work focuses on the inverse analysis process. The main aim is to develop a new back-calculation methodology, which is easy to implement, reliable, quick and is consistent with the measurements taken from a four-point bending test. The new methodology proposed has been validated using an analytical formulation and the experimental results of others authors. This paper also includes an application example of how this methodology works.

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