Abstract
The classical theory of elasticity describes well the behaviour of construction materials (various sorts of steel, aluminium, concrete) provided the stresses do not exceed the elastic limit and no stress concentration occurs.
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Nowacki, W. (1974). The Linear Theory of Micropolar Elasticity. In: Nowacki, W., Olszak, W. (eds) Micropolar Elasticity. International Centre for Mechanical Sciences, vol 151. Springer, Vienna. https://doi.org/10.1007/978-3-7091-2920-3_1
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DOI: https://doi.org/10.1007/978-3-7091-2920-3_1
Publisher Name: Springer, Vienna
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