Secondly the linear elastic fracture problem of the finite stiffened cracked plate is studied.
接着对有限加筋板的线弹性断裂问题进行了分析。
The result indicates, rod-plate finite element model are effectiveness and rational to model the stiffened-panel structure under eccentricity load.
对比结果表明，杆板组合有限元模型能有效合理地简化偏心受载的加筋板结构。
The result indicates, rod-plate finite element model are effectiveness and rational to model the stiffened-panel structure under eccentricity load.
对比结果表明，杆板组合有限元模型能有效合理地简化偏心受载的加筋板结构。
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