摘要
采用灰色系统理论计算模型GM(1,1)对8个高性能混凝土实体构件的碳化深度进行了建模计算,计算龄期分别为28,60,90,740 d和14年,并根据灰色模型模拟计算的误差变化规律,给出了非等间隔数据序列的转换、优化数据序列边界和优化数据序列参数等建模基本方法。将计算结果与8个构件实测碳化深度进行比较,验证了灰色系统理论计算模型的正确性和可行性。
Using the grey system theory-based calculation model GM(1,1),the carbonation depth of 8 high performance concrete specimens were calculated.The calculation age was 28,60,90,740 d and 14 years respectively.Based on the error variation rule of the grey model simulation calculation, the basic modeling methods such as converting the non-equal interval data sequence,optimizing data sequence boundary and optimizing data sequence parameters were proposed. Comparing the calculation results with measured carbonation depth of 8 specimens,the correctness and feasibility of grey system theory-based calculation model were verified
作者
陈萌
王建华
苗丽
CHEN Meng;WANG Jianhua;MIAO Li(School of Civil Engineering Zhengzhou University Zhengzhou Henan 450002 China;Henan Provincial Academy Co. Ltd. ofBuilding Research Zhengzhou Henan 450053 China;School of Water Conservancy & Environment Zhengzhou University Zhengzhou Henan 450002 China)
出处
《铁道建筑》
北大核心
2018年第5期139-143,共5页
Railway Engineering
基金
国家自然科学基金(50578148)
关键词
高性能混凝土
模拟计算
碳化深度
灰色系统
模拟精度
长龄期
High performance concrete
Simulation calculation
Carbonation depth
Grey system
Simulation accuracy
Long age