Prediction of concrete wear resistance under wind erosion based on the LSTM deep learning model

被引:0
作者
Cui, Xiaoning [1 ,2 ]
Gong, Li [1 ]
Zhang, Rongling [1 ,2 ]
Zhang, Li [3 ]
Xu, Xueqing [1 ]
Li, Ruibin [1 ]
机构
[1] Lanzhou Jiaotong Univ, Sch Civil Engn, Lanzhou 730070, Gansu, Peoples R China
[2] Lanzhou Jiaotong Univ, Natl & Prov Joint Engn Lab Rd & Bridge Disaster Pr, Lanzhou 730070, Gansu, Peoples R China
[3] Southwest Jiaotong Univ, Inst Smart City & Intelligent Transportat, Chengdu 611756, Sichuan, Peoples R China
基金
中国国家自然科学基金;
关键词
Deep learning; Wind erosion; Concrete; Wear prediction; Attention-LSTM; BLOWN SAND; DAMAGE; MECHANISM; DESERT; FENCES; FLUX; FLOW;
D O I
10.1016/j.conbuildmat.2025.141616
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Concrete structures are highly susceptible to severe erosion and spalling caused by wind, which posing a considerable threat to their service life. Gaining insight into the temporal variation of mass loss in concrete under wind-sand erosion is vital for ensuring timely maintenance and safe operation. To achieve this, wind erosion experiments were conducted, and a dataset capturing the temporal mass loss caused by wind erosion was established. Building upon the LSTM model as a baseline, an enhanced deep learning model called Attention-LSTM was introduced by integrating an attention mechanism to improve the predictive performance in estimating concrete mass loss. The results revealed that the Attention-LSTM model achieved an R2 of 0.99, RMSE of 0.012, and MAPE of 0.49 %, indicating a high degree of accuracy in predicting erosion-induced concrete mass loss. Comparative evaluations were performed against other models, including LSTM, GRU, RF, XGBoost, and 1DCNN, on the same dataset. The findings confirm the superior performance of the Attention-LSTM model and underscore the effectiveness of incorporating the attention mechanism into the LSTM architecture. Moreover, the applicability of natural language processing (NLP) techniques in predicting concrete wear resistance under wind erosion was also verified, illustrating their potential for such predictive tasks.
引用
收藏
页数:16
相关论文
共 67 条
[11]   Numerical study on the bearing response trend of perforated sheet-type sand fences [J].
Cheng, Jianjun ;
Ding, Bosong ;
Gao, Li ;
Zhi, Lingyan ;
Zheng, Zhipeng .
AEOLIAN RESEARCH, 2021, 53
[12]   Deep learning for intelligent identification of concrete wind-erosion damage [J].
Cui, Xiaoning ;
Wang, Qicai ;
Li, Sheng ;
Dai, Jinpeng ;
Xie, Chao ;
Duan, Yun ;
Wang, Jianqiang .
AUTOMATION IN CONSTRUCTION, 2022, 141
[13]   Intelligent recognition of erosion damage to concrete based on improved YOLO-v3 [J].
Cui, Xiaoning ;
Wang, Qicai ;
Dai, Jinpeng ;
Zhang, Rongling ;
Li, Sheng .
MATERIALS LETTERS, 2021, 302
[14]  
Dey R, 2017, MIDWEST SYMP CIRCUIT, P1597, DOI 10.1109/MWSCAS.2017.8053243
[15]   Influence of Interaction between Microcracks and Macrocracks on Crack Propagation of Asphalt Concrete [J].
Du, Jianhuan ;
Wang, Jingang ;
Fu, Zhu .
MATERIALS, 2024, 17 (12)
[16]   Effectiveness of an array of porous fences to reduce sand flux: Oceano Dunes, Oceano CA [J].
Gillies, J. A. ;
Etyemezian, V. ;
Nikolich, G. ;
Glick, R. ;
Rowland, P. ;
Pesce, T. ;
Skinner, M. .
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2017, 168 :247-259
[17]   Solid-particle erosion of Portland cement and concrete [J].
Goretta, KC ;
Burdt, ML ;
Cuber, MM ;
Perry, LA ;
Singh, D ;
Wagh, AS ;
Routbort, JL ;
Weber, WJ .
WEAR, 1999, 224 (01) :106-112
[18]   LSTM: A Search Space Odyssey [J].
Greff, Klaus ;
Srivastava, Rupesh K. ;
Koutnik, Jan ;
Steunebrink, Bas R. ;
Schmidhuber, Juergen .
IEEE TRANSACTIONS ON NEURAL NETWORKS AND LEARNING SYSTEMS, 2017, 28 (10) :2222-2232
[19]   Application of contactless ultrasound toward automated inspection of concrete structures [J].
Ham, Suyun ;
Popovics, John S. .
AUTOMATION IN CONSTRUCTION, 2015, 58 :155-164
[20]   Experimental study into erosion damage mechanism of concrete materials in a wind-blown sand environment [J].
Hao, Yunhong ;
Feng, Yujiang ;
Fan, Jincheng .
CONSTRUCTION AND BUILDING MATERIALS, 2016, 111 :662-670