COMPARISON OF MODULY OF ELASTICITY OBTAINED BY NON-DESTRUCTIVE AND DESTRUCTIVE TESTS OF TIMBER SAMPLES

Authors

  • Marta Čukman University of Zagreb, Faculty of Civil Engineering, Zagreb, Croatia
  • Luka Jelenković Kamgrad d.o.o.
  • Lucija Karaula KP Konstrukcije
  • Kristijan Krnjus University of Zagreb, Faculty of Civil Engineering

Keywords:

NDT; DT; modulus of elasticity; strength

Abstract

In this paper, we used non-destructive techniques (NDTs) and destructive techniques (DTs) to assess the mechanical properties of structure-sized timber members. The experiments included several NDTs—hygrometric, ultrasonic, and resistographic methods—as well as static bending and compression tests parallel to the grain. Using a linear regression model, we correlated the NDT and DT parameters.

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Published

2021-11-12

How to Cite

Marta Čukman, Luka Jelenković, Lucija Karaula, & Kristijan Krnjus. (2021). COMPARISON OF MODULY OF ELASTICITY OBTAINED BY NON-DESTRUCTIVE AND DESTRUCTIVE TESTS OF TIMBER SAMPLES. Advances in Civil and Architectural Engineering, 5(9), 1–10. Retrieved from https://hrcak.srce.hr/ojs/index.php/acae/article/view/19885

Issue

Vol. 5 No. 9 (2014)

Section

Articles