...
首页> 外文期刊>Journal of materials in civil engineering >Time-Dependent Corrosion Wastage Model for Wrought Iron Structures
【24h】

Time-Dependent Corrosion Wastage Model for Wrought Iron Structures

机译:锻铁结构的时变腐蚀损耗模型

获取原文
获取原文并翻译 | 示例
   

获取外文期刊封面封底 >>

       

摘要

Damage due to atmospheric corrosion on metal structures is a significant aspect for both the design of new construction and the maintenance of existing buildings. This problem is particularly felt for nineteenth-century wrought iron constructions, because of both lack of proper maintenance and architectonic value. The main objective of the current paper, framed within a more comprehensive research project, is to provide a time-dependent model able to predict the corrosion wastage thickness on historical metal structures as a function of the protection coating life variability and its renovation cycles. Average damage curves, calculated on a sample of 20 buildings experimentally monitored for 20 years, were taken as literature references to calibrate the model, based on the hypothesis that the durability, due to phosphorus content, of historical wrought irons are between that of recent mild carbon steels and that of weathering steels. The reference damage curves for two environmental conditions (marine and urban-industrial) and two different materials (mild carbon steel and weathering steel) were interpolated, fitted, and extended to 125 years. A comparison was made between experimental damage curves and some significant models from literature, and the percentage error with respect to the tolerance and confidence intervals of the reference damage curves is discussed. Results definitely confirm a substantial difference between experimental values and those predicted by literature models. As an application example, the model was applied to estimate the remaining life of the metal structural elements of the Umberto I Gallery in Naples, one of the most significant monuments of the largest city in Southern Italy.
机译:金属结构的大气腐蚀造成的损坏对于新建建筑的设计和对现有建筑物的维护都是重要的方面。由于缺乏适当的维护和建筑价值,这个问题在19世纪的锻铁结构中尤为明显。本文的主要目的是在一个更全面的研究项目中进行框架设计,以期提供一个随时间变化的模型,该模型能够预测历史金属结构上的腐蚀损耗厚度与保护层寿命变化及其修复周期之间的关系。根据假设,由于历史铁艺的持久性(由于磷含量而导致的耐久性介于最近的轻度疲劳性之间),基于以下假设:对通过实验监测20年的20座建筑物的样本计算出的平均破坏曲线作为文献参考来校准该模型。碳钢和耐候钢。插值,拟合并拟合了两种环境条件(海洋和城市工业)和两种不同材料(低碳钢和耐候钢)的参考损伤曲线,并将其延长至125年。对实验损伤曲线与文献中的一些重要模型进行了比较,并讨论了相对于参考损伤曲线的公差和置信区间的百分比误差。结果肯定证实了实验值与文献模型预测的值之间存在实质性差异。作为一个应用示例,该模型用于估算那不勒斯Umberto I画廊的金属结构元素的剩余寿命,那不勒斯是意大利南部最大城市中最重要的古迹之一。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号