page loader
Innovative formulas for reinforcing bar bonding failure stress of tension lap splice using ANN and TLBO
Tác giả: Viet-Linh Tran, Jin-Kook Kim
175    0
Construction and Building Materials
Quyển: 369     Trang: 130500
Năm xuất bản: 3/2023
Tóm tắt
In reinforced concrete (RC) members, the bond behavior is crucial to transfer the reinforcing bar stress to the concrete. However, estimating reinforcing bar bonding failure stress is challenging due to highly nonlinear relationships among components. Moreover, the accuracy of the existing design formulas to estimate reinforcing bar bonding failure stress is low. Hence, precise prediction of the reinforcing bar bonding failure stress is essential for the safe and economical design of the RC members. This study develops the artificial neural network (ANN) and teaching learning-based optimization (TLBO) models for predicting the reinforcing bar bonding failure stress using 394 experimental data points. For practical design, innovative formulas are derived using the developed ANN and TLBO models. The performance of the proposed formulas is compared with the existing design formulas. The comparisons indicate that the proposed ANN-based formula gives the best results, followed by the proposed TLBO-based one. Based on the ANN model, a parametric study is conducted to explore the impact of input parameters on the reinforcing bar bonding failure stress. Finally, a graphical user interface (GUI) is built to apply ANN and TLBO models to predict reinforcing bar bonding failure stress, reducing computational cost and less effort.
Từ khóa
Artificial neural network; Graphical user interface; Reinforcing bar bonding failure stress; Teaching learning-based optimization
Cùng tác giả
Ensemble machine learning-based models for estimating the transfer length of strands in PSC beamsPrediction of the ultimate axial load of circular concrete-filled stainless steel tubular columns using machine learning approachesPatch loading resistance prediction of steel plate girders using a deep artificial neural network and an interior-point algorithmInvestigating the Behavior of Steel Flush Endplate Connections at Elevated Temperatures Using FEM and ANNNovel hybrid WOA-GBM model for patch loading resistance prediction of longitudinally stiffened steel plate girdersA new framework for damage detection of steel frames using burg autoregressive and stacked autoencoder-based deep neural networkRevealing the nonlinear behavior of steel flush endplate connections using ANN-based hybrid modelsBuckling resistance of axially loaded square concrete-filled double steel tubular columnsRapid prediction of the ultimate moment of flush endplate connections at elevated temperatures through an artificial neural networkComputational analysis of axially loaded thin-walled rectangular concrete-filled stainless steel tubular short columns incorporating local buckling effectsAxial compressive behavior of circular concrete-filled double steel tubular short columnsEvaluation of Seismic Site Amplification Using 1D Site Response Analyses at Ba Dinh Square Area, VietnamMachine Learning Models for Predicting Shear Strength and Identifying Failure Modes of Rectangular RC ColumnsApplication of ANN in predicting ACC of SCFST columnA new empirical formula for prediction of the axial compression capacity of CCFT columnsMoment-rotation-temperature model of semi-rigid cruciform flush endplate connection in firePractical artificial neural network tool for predicting the axial compression capacity of circular concrete-filled steel tube columns with ultra-high-strength concrete