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Durability Evaluation of Concrete Bridges Based on the Theory of Matter Element Extension-Entropy Weight Method-Unascertained Measure

机译:基于物质元素扩展理论-熵加法-未确定测度的混凝土桥梁耐久性评价

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摘要

To accurately evaluate the durability of reinforced concrete girder bridges, a durability evaluation model was developed based on the matter element extension theory, entropy weight method, and unascertained measure theory. A total of seven indicators were selected for durability evaluation: the concrete presumed strength uniformity coefficient, reinforcement corrosion potential level, chloride ion content, average value of concrete relative carbonation depth, crack width, resistivity, and characteristic value of the reinforcement protective layer thickness. The weights of the durability evaluation indices were assigned using matter element extension combined with the entropy weight method, and the multi-indicator comprehensive evaluation vector was obtained by combining the single-indicator measurement matrix. The evaluation results were analyzed by applying the confidence criterion. The results showed that the evaluation results of this model matched with the actual conditions of the girder bridges, which indicates that this durability evaluation model has good applicability and is reasonable. Finally, a comparative study proved that the model could accurately evaluate the bridge durability.
机译:为准确评价钢筋混凝土梁桥的耐久性,基于物元扩展理论、熵权法和未确定测度理论,建立了耐久性评价模型。共选取混凝土推定强度均匀系数、钢筋腐蚀电位水平、氯离子含量、混凝土相对碳化深度平均值、裂缝宽度、电阻率、钢筋保护层厚度特征值7项指标进行耐久性评价。采用物质元素扩展结合熵权法对耐久性评价指标进行权重分配,并结合单指标测量矩阵得到多指标综合评价向量。采用置信度准则对评价结果进行分析。结果表明,该模型的评价结果与梁桥实际情况相吻合,表明该耐久性评价模型适用性好,合理。最后,对比研究证明该模型能够准确评价桥梁耐久性。

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