{'fraction_non_alphanumeric': 0.02040816326530612, 'fraction_numerical': 0.007899934167215274, 'mean_word_length': 5.229508196721311, 'pattern_counts': {'":': 0, '<': 0, '<?xml version=': 0, '>': 0, 'https://': 0, 'lorem ipsum': 0, 'www.': 0, 'xml': 0}, 'pii_count': 0, 'substrings_counts': 0, 'word_list_counts': {'cursed_substrings.json': 0, 'profanity_word_list.json': 0, 'sexual_word_list.json': 0, 'zh_pornsignals.json': 0}}
Effects of elevated temperature on the shear response of end-grain balsa used in composite sandwich panels

Balsa wood is increasingly considered as a core material in sandwich panels for applications in several industries. However, there is still very limited information about its mechanical behaviour at elevated temperature. This article presents an experimental and analytical study about the effects of elevated temperature on the shear behaviour of end-grain balsa with nominal density of 109 kg/m3. The Iosipescu/V-notch test method was used to investigate the shear behaviour of balsa specimens extracted along the two material directions that are relevant for core materials subjected to shear: (i) transverse to the wood grain and (ii) parallel to the wood grain. The shear tests were conducted under steady-state conditions for temperatures between room temperature and 240°C. For the various temperatures, the stress vs. strain behaviour in shear was non-linear, with such non-linearity becoming more accentuated at higher temperatures. The shear modulus and strength presented a linear and comparable reduction with increasing temperature, and the residual properties at 240°C dropped to less than 20% of the room temperature properties. In the final part of the article, four alternative analytical models available in the literature were assessed regarding their ability to describe the reduction with temperature of the shear properties of balsa. All models were able to successfully fit the test data.