ANN model to predict fracture characteristics of high strength and ultra high strength concrete beams

被引:0
|
作者
Yuvaraj, P. [1 ]
Murthy, A Ramachandra [2 ]
Iyer, Nagesh R [2 ]
Sekar, S.K. [3 ]
Samui, Pijush [3 ]
机构
[1] Bridges Department, L and T Ramboll Consulting Engineers Ltd, Guindy, Chennai, India
[2] CSIR-Structural Engineering Research Centre, Taramani, Chennai, India
[3] CDMM, Vellore Institute of Technology, VIT University, Vellore, India
来源
Computers, Materials and Continua | 2014年 / 41卷 / 03期
关键词
Stress intensity factors - Concrete beams and girders - Crack propagation - Crack tips - High performance concrete - MATLAB - Concrete testing - Forecasting;
D O I
暂无
中图分类号
学科分类号
摘要
This paper presents fracture mechanics based Artificial Neural Network (ANN) model to predict the fracture characteristics of high strength and ultra high strength concrete beams. Fracture characteristics include fracture energy (Gf ), critical stress intensity factor (KIC) and critical crack tip opening displacement (CTODc). Failure load of the beam (Pmax) is also predicated by using ANN model. Characterization of mix and testing of beams of high strength and ultra strength concrete have been described. Methodologies for evaluation of fracture energy, critical stress intensity factor and critical crack tip opening displacement have been outlined. Back-propagation training technique has been employed for updating the weights of each layer based on the error in the network output. Levenberg- Marquardt algorithm has been used for feed-forward back-propagation. Four ANN models have been developed by using MATLAB software for training and prediction of fracture parameters and failure load. ANN has been trained with about 70% of the total 87 data sets and tested with about 30% of the total data sets. It is observed from the studies that the predicted values of Pmax, Gf , failure load, KIc and CTODc are in good agreement with those of the experimental values. Copyright © 2014 Tech Science Press.
引用
收藏
页码:193 / 213
相关论文
共 50 条
  • [41] A Theoretical Study to Predict the Flexural Strength of Singly and Doubly Reinforced Ultra-High Performance Concrete Beams
    Jabbar A.M.
    Hasan Q.A.
    Abdul-Husain Z.A.
    Journal of Engineering Science and Technology Review, 2022, 15 (02): : 91 - 101
  • [42] Spun concrete piece of high-strength and ultra high-strength concrete reinforcement
    Mueller, Corinna
    Empelmann, Martin
    Hude, Florian
    Adam, Thomas
    BETON- UND STAHLBETONBAU, 2012, 107 (10) : 690 - 699
  • [43] In situ application of high and ultra high strength concrete
    El Mir, Abdulkader
    Nehme, Salem Georges
    Nehme, Kinga
    EPITOANYAG-JOURNAL OF SILICATE BASED AND COMPOSITE MATERIALS, 2016, 68 (01): : 20 - 23
  • [44] Ultra high performance and high strength geopolymer concrete
    Nodehi M.
    Aguayo F.
    Journal of Building Pathology and Rehabilitation, 2021, 6 (1)
  • [45] Flexural behavior of RC beams retrofitted with ultra-high strength concrete
    Murthy, A. Ramachandra
    Karihaloo, B. L.
    Priya, D. Shanmuga
    CONSTRUCTION AND BUILDING MATERIALS, 2018, 175 : 815 - 824
  • [46] Shear performance of prestressed ultra high strength concrete encased steel beams
    Yao, Dali
    Jia, Jinqing
    Wu, Feng
    Yu, Fang
    CONSTRUCTION AND BUILDING MATERIALS, 2014, 52 : 194 - 201
  • [47] Softening characteristics and torsional behavior of high-strength concrete beams
    Belarbi, A
    Koutchoukali, NE
    STRUCTURAL ENGINEERING AND MECHANICS, VOLS 1 AND 2, 1999, : 33 - 42
  • [48] Fractal characteristics of crack distribution of concrete beams with high strength stirrup
    School of Civil Engineering, Hebei University of Technology, Tianjin 300130, China
    不详
    Gongcheng Lixue, 2009, SUPPL. 1 (72-76):
  • [49] Prediction of critical stress intensity factor for high strength and ultra high strength concrete beams using support vector regression
    Yuvaraj, P. (yuvarajprakash@gmail.com), 1600, Structural Engineering Research Centre (40):
  • [50] Shear strength equation for high-strength concrete RC beams with high-strength stirrup
    Wang, WL
    Feng, X
    Cao, ZL
    ENVIRONMENTAL ECOLOGY AND TECHNOLOGY OF CONCRETE, 2006, 302-303 : 706 - 712