由于冲击强度和结构强度参数的不同，受力梁和支承梁在低速冲击下可能处于4个不同的应变阶段，根据不同应变阶段的判别条件，提出了相应的计算模型，并推导出了冲击力和梁横向位移的计算公式。通过实例计算表明：当支承构件的柔度很高时，承受冲击梁的总挠度很小；当支承结构的刚度很高时，这个效应在很大程度上消失了。
Abstract
The bearing beam and the supporting beam under low velocity impact may be at four differ-ent strain stages as the parameters of the impact strength and the structure strength are different. Ac-cording to the distinguishable conditions of different strain stages, the corresponding calculation models were come up, the calculation formulas of the impact force and the beam’s lateral displacement were deduced. The relevant example shows that when the flexibility of the supporting component is high, the beam’s total deflection is small; when the stiffness is high, this effect disappears almost.
关键词
固体力学 /
梁结构 /
相互作用 /
冲击 /
动力计算方法
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Key words
solid mechanics /
beam system /
interaction /
impact /
kinetic calculation method
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参考文献
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