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ON THE MAXIMUM THERMOELASTIC STRESS AND DEFLECTION IN A BEAM OR PLATE.

机译:关于梁或板的最大热弹性应力和挠度。

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摘要

It is shown in this paper that the thermal stress in a beam or plate cannot exceed the value k alpha E delta T,where delta T is the maximum instantaneous temperature excursion in a cross-section,and k is a coefficient dependent on the shape of the cross-section. A simple general formula for k is found,and results for several special cases of practical interest are given. For rectangular beams (suitably oriented) and for plates,for example, k = 4/3. For any section, k = 1if the thermal moment is zero;simplifications also occur if the thermal force is zero. The corresponding results for beam deflections are also carried out.

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