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Static bending tests were conducted on seasoned plantation-grown  Pinus radiata  D. Don specimens. After the tests, core specimens of two different sizes (ø 10 × 30 mm and ø 10 × 20 mm) and small clear specimens of 20 × 20 × 60 mm were taken from intact zones of the post-test specimens. Ultrasonic measurements were made on the core specimens and the apparent longitudinal dynamic modulus of elasticity (E LD ) calculated. The small clear specimens were subjected to parallel-to-grain compression tests. The coefficient of determination was 0.85 between the static bending modulus of elasticity and E LD , 0.62 between the modulus of rupture and E LD , and 0.56 between the maximum crushing strength and E LD .

Evaluating Strength Properties of Pinus radiata from Ultrasonic Measurements on Increment Cores