ANN based prediction of Bond and Impact Strength of Light Weight Self Consolidating Concrete with coconut shell

K. Poongodi, P. Murthi, M. Shivaraj, Arun Kumar Beerala, Sangeetha Gaikadi, A. Srinivas, R. Gobinath
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引用次数: 2

Abstract

In this experimental investigation, lightweight self-consolidating concrete (LWSCC) was developed with coconut shell as coarse aggregate. The effect of coconut shell aggregate (CSA) on bond strength and impact strength of Rice Husk Ash (RHA) based binary blended and RHA + Silica fume (SF) based ternary blended Self consolidating concrete (SCC) were determined. The bond strength was determined through pull-out test and the impact strength was calculated using falling weight test. The concrete mix was developed with the total powder content of 450 kg/m3. The coarse aggregate content was replaced by CSA in the gradation of 0%, 25%, 50%, 75% and 100% in the designated SCC. The investigation revealed that the bond and impact strength of CSA based LWSCC were comparable to current code practice and other lightweight concretes. The experimental data obtained was used to develop an ANN model for predicting the strength characteristics of fresh or hardened concrete. The high regression values obtained during training the neural network models reveals high accuracy and were predicting the strength characteristics very similar to the experimental results.
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基于人工神经网络的椰壳自重混凝土粘结强度与冲击强度预测
本试验以椰子壳为粗骨料,研制了轻质自固结混凝土。研究了椰壳骨料(CSA)对稻壳灰(RHA)基二元配合料和RHA +硅灰(SF)基三元配合料自固结混凝土(SCC)粘结强度和冲击强度的影响。通过拉拔试验确定了粘结强度,通过落重试验计算了冲击强度。研制的混凝土配合比粉总掺量为450 kg/m3。在指定的SCC中,用CSA代替0%、25%、50%、75%和100%的粗骨料掺量。研究表明,CSA基轻混凝土的粘结强度和冲击强度与现行规范和其他轻混凝土相当。所获得的实验数据被用于开发一个人工神经网络模型来预测新混凝土或硬化混凝土的强度特性。在训练过程中获得的高回归值表明神经网络模型具有较高的准确性,并且预测的强度特征与实验结果非常相似。
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