Using Multivariate Regression and ANN Models to Predict Properties of Concrete Cured under Hot Weather

被引:27
作者
Maqsoom, Ahsen [1 ]
Aslam, Bilal [2 ]
Gul, Muhammad Ehtisham [1 ]
Ullah, Fahim [3 ]
Kouzani, Abbas Z. [4 ]
Mahmud, M. A. Parvez [4 ]
Nawaz, Adnan [1 ]
机构
[1] COMSATS Univ Islamabad, Dept Civil Engn, Wah Cantt 47040, Pakistan
[2] Quaid I Azam Univ, Dept Earth Sci, Islamabad 45320, Pakistan
[3] Univ Southern Queensland, Sch Civil Engn & Surveying, Springfield Cent, Qld 4300, Australia
[4] Deakin Univ, Sch Engn, Geelong, Vic 3216, Australia
关键词
artificial neural network; concrete properties; hot climate; regression analysis; Rawalpindi Pakistan; COMPRESSIVE STRENGTH; NEURAL-NETWORK; TENSILE-STRENGTH; MECHANICAL-PROPERTIES; RAWALPINDI; PLAIN; TEMPERATURES; PERFORMANCE; ISLAMABAD; SHRINKAGE;
D O I
10.3390/su131810164
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Concrete is an important construction material. Its characteristics depend on the environmental conditions, construction methods, and mix factors. Working with concrete is particularly tricky in a hot climate. This study predicts the properties of concrete in hot conditions using the case study of Rawalpindi, Pakistan. In this research, variable casting temperatures, design factors, and curing conditions are investigated for their effects on concrete characteristics. For this purpose, water-cement ratio (w/c), in-situ concrete temperature (T), and curing methods of the concrete are varied, and their effects on pulse velocity (PV), compressive strength (fc), depth of water penetration (WP), and split tensile strength (ft) were studied for up to 180 days. Quadratic regression and artificial neural network (ANN) models have been formulated to forecast the properties of concrete in the current study. The results show that T, curing period, and moist curing strongly influence fc, ft, and PV, while WP is adversely affected by T and moist curing. The ANN model shows better results compared to the quadratic regression model. Furthermore, a combined ANN model of fc, ft, and PV was also developed that displayed higher accuracy than the individual ANN models. These models can help construction site engineers select the appropriate concrete parameters when concreting under hot climates to produce durable and long-lasting concrete.
引用
收藏
页数:28
相关论文
共 106 条
[1]  
Abhishek Kumar., 2012, IEEE Control and System Graduate Research Colloquium (ICSGRC 2012), P82, DOI DOI 10.1109/ICSGRC.2012.6287140
[2]   Assessment of compressive strength of Ultra-high Performance Concrete using deep machine learning techniques [J].
Abuodeh, Omar R. ;
Abdalla, Jamal A. ;
Hawileh, Rami A. .
APPLIED SOFT COMPUTING, 2020, 95
[3]   ANN Based Sediment Prediction Model Utilizing Different Input Scenarios [J].
Afan, Haitham Abdulmohsin ;
El-Shafie, Ahmed ;
Yaseen, Zaher Mundher ;
Hameed, Mohammed Majeed ;
Mohtar, Wan Hanna Melini Wan ;
Hussain, Aini .
WATER RESOURCES MANAGEMENT, 2015, 29 (04) :1231-1245
[4]   Seismic Demand for Low-Rise Reinforced Concrete Buildings of Islamabad-Rawalpindi Region (Pakistan) [J].
Ahmad, Sohaib ;
Pilakoutas, Kypros ;
Khan, Qaiser Uz Zaman ;
Mehboob, Saqib .
ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING, 2018, 43 (10) :5101-5117
[5]   Effect of Coconut Fiber Length and Content on Properties of High Strength Concrete [J].
Ahmad, Waqas ;
Farooq, Syed Hassan ;
Usman, Muhammad ;
Khan, Mehran ;
Ahmad, Ayaz ;
Aslam, Fahid ;
Alyousef, Rayed ;
Alabduljabbar, Hisham ;
Sufian, Muhammad .
MATERIALS, 2020, 13 (05)
[6]   Importance of W/C ratio on compressive strength of concrete in hot climate conditions [J].
Ait-Aider, H. ;
Hannachi, N. E. ;
Mouret, M. .
BUILDING AND ENVIRONMENT, 2007, 42 (06) :2461-2465
[7]   Assessing Health Damages from Improper Disposal of Solid Waste in Metropolitan Islamabad-Rawalpindi, Pakistan [J].
Akmal, Tanzila ;
Jamil, Faisal .
SUSTAINABILITY, 2021, 13 (05) :1-18
[8]  
Al-Amoudi O.M.M., 1993, P DET REP REINF CONC
[9]   Shrinkage of plain and silica fume cement concrete under hot weather [J].
Al-Amoudi, O. S. B. ;
Maslehuddin, M. ;
Shameem, M. ;
Ibrahim, M. .
CEMENT & CONCRETE COMPOSITES, 2007, 29 (09) :690-699
[10]  
Al-Negheimish AI, 2008, ACI MATER J, V105, P438