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受腐蚀钢筋混凝土梁极限承载力神经网络预测 被引量:1

Prediction on ultimate load bearing capacity of corroded reinforced concrete beams using neural networks
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摘要 利用神经网络方法研究了受腐蚀钢筋混凝土梁极限承载力与各主要影响因素之间的复杂非线性关系,建立了承载力的神经网络预测模型,预测结果与试验结果吻合较好.研究结果表明神经网络计算是受腐蚀钢筋混凝土构件力学性能研究中一种很有潜力的新方法. Artificial Neural Networks (ANNs) technology was applied to build the complex non-linear relationship between the load bearing capacity of the corroded reinforced concrete beam and the main factors. BP Neural Networks model was built to predict the strength of the corroded beam. Satisfactory results are achieved. Therefore, it is proven that the neurocomputing is a practical and promising tool for the research on mechanical properties of the corroded reinforced concrete member.
作者 范颖芳 周晶
出处 《大连理工大学学报》 EI CAS CSCD 北大核心 2003年第3期349-353,共5页 Journal of Dalian University of Technology
关键词 钢筋混凝土梁 极限承载力 神经网络 钢筋腐蚀 力学性能 预测模型 Backpropagation Bearing capacity Corrosion Loads (forces) Mechanical properties Neural networks Reinforced concrete
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参考文献11

  • 1范颖芳,周晶,黄振国.受氯化物腐蚀钢筋混凝土构件承载力研究[J].工业建筑,2001,31(5):3-5. 被引量:23
  • 2LIN Z, WOOD L A. The determination of the strength of damaged reinforced concrete beams [A].Proceedings of the 8th International Conference Structural Faults + Repair [C]. Edinburgh:Engineering Technics Press, 1999.
  • 3KIUOSHI Okada, KAZUO Kobayashi, TOYOAKI Miyagawa. Influence of longitudinal cracking due to reinforcement corrosion on characteristic of reinforced concrete members [J]. ACI Struct J,1988, 85(2):134-140.
  • 4ZHANG S, RAOOF M. Prediction of the behavior of RC beams with exposed reinforcement [J]. Mag Conc Res, 1995, 47(173) :335-344.
  • 5CARINS J, ZHAO Z. Behavior of concrete beams with exposed reinforcement [J]. Proc Inst Civil Eng Struct & Bldgs, 1993, 99:141-145.
  • 6RODRIGUEZ J, ORTEGA L M, CASAL J. Load carrying capacity of concrete structures with corroded reinforcement [J]. Constr and Building Mater, 1997, 11(4):239-248.
  • 7EYRE J R, NOKHASTEH M A. Strength assessment of corrosion damaged reinforced concrete slabs and beams [J]. Proc Inst Civil Eng Struct & Bldgs, 1992, 94:197-203.
  • 8MANGAT P S, ELGARF M S. Flexural strength of concrete beams with corroding reinforcement [J].ACI Struct J, 1999, 96(1):149-158.
  • 9CASTELLANI A, CORONELLI D. Beams with corroded reinforcement: evaluation of the effects of cross-section losses and bond deterioration by finite element analysis [A]. Proceedings of the 8th International Conference Structural Faults + Repair[C]. Edinburgh: Engineering Technics Press, 1999.
  • 10RUMELHART D E, MCCLELLAND J L. The PDP Research Group. Parallel Distributed Processing--Volume 1 : Foundations [M].Cambridge: MIT Press, 1986.

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