New plasticity model using artificial neural networks

Lyamine Briki, N. Lahbari
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引用次数: 0

Abstract

Concrete is one of the most widely used materials in building construction. Under static loads, the concrete is subjected to various stress states associated with significant deformation. In this paper, we study the feasibility of using artificial neural networks for modelling the mechanical behaviour of plain concrete in compression under static loading using the theory of plasticity. The database used for the development is obtained from a selection of previously published tests results and includes a series of uniaxial, biaxial and triaxial compression tests. This database is used for making and testing predictive models. The results of the ANN model can accurately predict the load resistance and deformation capacity in various compression stress states. Expansion and plastic contraction of concrete under different confining pressures and the nonlinear behaviour of concrete are simulated. The results show that the accuracy of the proposed ANN-based models is satisfactory compared with experimental results. It is also shown that the RBF neural network model may accurately represent the load resistance and deformation capacity for three types of compression tests.
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一种新的基于人工神经网络的塑性模型
混凝土是建筑施工中应用最广泛的材料之一。在静荷载作用下,混凝土受到与显著变形相关的各种应力状态。在本文中,我们研究了使用人工神经网络来模拟素混凝土在静载下压缩力学行为的可行性。用于开发的数据库是从先前公布的试验结果中挑选出来的,包括一系列单轴、双轴和三轴压缩试验。该数据库用于制作和测试预测模型。人工神经网络模型的结果可以准确地预测各种压应力状态下的荷载抗力和变形能力。模拟了不同围压作用下混凝土的膨胀、塑性收缩和混凝土的非线性特性。结果表明,与实验结果相比,所提神经网络模型的精度令人满意。结果表明,RBF神经网络模型能较准确地表征三种类型压缩试验的抗载能力和变形能力。
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来源期刊
International Journal of Structural Engineering
International Journal of Structural Engineering Engineering-Civil and Structural Engineering
CiteScore
2.40
自引率
23.10%
发文量
24
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