Abstract

The mechanical properties of lightweight aggregate concrete (LWAC) depend on the mixing ratio of its binders, normal weight aggregate (NWA), and lightweight aggregate (LWA). To characterize the relation between various concrete components and the mechanical characteristics of LWAC, extensive studies have been conducted, proposing empirical equations using regression models based on their experimental results. However, these results obtained from laboratory experiments do not provide consistent prediction accuracy due to the complicated relation between materials and mix proportions, and a general prediction model is needed, considering several mix proportions and concrete constituents. This study adopts the artificial neural network (ANN) for modeling the complex and nonlinear relation between constituents and the resulting compressive strength and elastic modulus of LWAC. To construct a database for the ANN model, a vast amount of detailed and extensive data was collected from the literature including various mix proportions, material properties, and mechanical characteristics of concrete. The optimal ANN architecture is determined to enhance prediction accuracy in terms of the numbers of hidden layers and neurons. Using this database and the optimal ANN model, the performance of the ANN-based prediction model is evaluated in terms of the compressive strength and elastic modulus of LWAC. Furthermore, these prediction accuracies are compared to the results of previous ANN-based analyses, as well as those obtained from the commonly used linear and nonlinear regression models.

Highlights

  • Lightweight aggregate concrete (LWAC) represents a type of concrete which has a low unit weight compared to that of normal weight aggregate concrete (NWAC)

  • Using the input variables and optimal artificial neural network (ANN) architecture determined in the previous section, the performance of the ANN-based prediction model is evaluated with respect to the compressive strength and elastic modulus of LWAC

  • This study presents the ANN-based prediction model for the compressive strength and elastic modulus of LWAC

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Summary

Introduction

Lightweight aggregate concrete (LWAC) represents a type of concrete which has a low unit weight compared to that of normal weight aggregate concrete (NWAC). The compressive strength of LWAC depends on the content of LWAs, and their type [9,10] These experimental studies indicated that the properties and amount of LWAs influenced the mechanical behavior of LWAC. The mix proportions of LWAC are essential parameters influencing the performance of LWAC, such as water-to-cement ratio (w/c) and mass of aggregate, water, and binders including cement, fly ash, and silica fume [11] Considering these factors, some guidelines were provided for estimating the mechanical properties of LWAC, which were not consistently attainable due to the complexities associated with LWA properties and mix proportions [7,12]. Compressive strength based on measured ultrasonic pulse velocity [20] These experimental results provided the feasibility of the ANN to model the nonlinear relation between various parameters and concrete properties. ANN-based prediction model is evaluated evaluated and and compared compared to to the the results results obtained obtained from from the the commonly commonly used used statistical statistical models

Artificial
ANN-Based Prediction of Concrete Properties
Literature
Establishment of A Database
Prediction Model for Compressive Strength and Elastic Modulus Using ANN
Input Parameters
Determination of the Optimal ANN Architecture
Evaluation of Prediction Accuracy
Prediction Results Using the ANN Model
Comparative Analysis
Conclusions
Full Text
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