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Influence of lightweight aggregate on the bond properties of concrete with various strength grades

机译:轻骨料对不同强度等级混凝土粘结性能的影响

摘要

This paper presents the comparison of the bond and mechanical properties of lightweight oil palm shell concrete (OPSC) and normal weight concrete (NWC) with three different strength grades of 25, 35 and 45 MPa. Although the mechanical properties such as splitting tensile strength and modulus of elasticity as well as the performance of drying shrinkage of OPSC were found to be inferior compared to NWC, the bond strength of OPSC was found to be up to 80 higher compared to the corresponding NWC of equivalent cube compressive strength grade. Results also showed that the shape of the bond stress-slip curve for OPSC was similar to conventional NWC. In addition, in this paper, modified bond models based on the CEB-FIP bond model was proposed for both OPSC and NWC which were found to give good prediction of the experimental bond stress-slip curve of the concretes. (c) 2015 Elsevier Ltd. All rights
机译:本文比较了三种强度等级分别为25、35和45 MPa的轻质油棕壳混凝土(OPSC)和普通重量混凝土(NWC)的粘结性能和力学性能。尽管发现机械性能(例如,抗张强度和弹性模量以及OPSC的干缩性能比NWC差),但发现OPSC的粘结强度比相应的NWC高80倍当量立方抗压强度等级。结果还表明,OPSC的粘结应力-滑移曲线的形状与常规NWC相似。此外,本文还提出了基于CEB-FIP粘结模型的改性粘结模型,用于OPSC和NWC,它们可以很好地预测混凝土的实验粘结应力-滑移曲线。 (c)2015 Elsevier Ltd.版权所有

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