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采用试验方法，探讨了多层钢胶复合材料的力学性能与联合工作特性，验证了多层钢胶复合材料构件截面在弯矩作用下仍符合平截面假定，指出了粘胶层厚度及所处位置对该复合材料的破坏形态和承载力有密切关系．在此基础上，提出了多层钢胶复合材料构件设计方法及相应的计算公式．公式计算结果与试验实测数据较符合，可供参考．
Using the test method, the mechanical properties and joint work characteristics of the multilayer steel-rubber composite materials were investigated. It was verified that the cross-section of the multilayer steel-rubber composite material still conformed to the flat-section assumption under the bending moment, and the thickness and location of the adhesive layer were pointed out. The position of the composite material is closely related to the failure mode and bearing capacity. Based on this, a design method of multilayer steel-rubber composites and its corresponding calculation formula are proposed. The formula calculation results are in line with the experimental measured data and are available for reference.