HUBUNGAN KUAT TEKAN DAN KUAT LENTUR BETON DENGAN MUTU Fc’ 25 MEGAPASCAL (MPa)

Khairu Imanda Pratama, Pio Ranap Tua Naibaho, Sempurna Bangun
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Abstract

Along with the development of the times in the construction sector, there are so many new innovations in the infrastructure sector. The use of concrete construction is in demand because concrete has beneficial properties such as fire resistance, durability, high compressive strength and in practice it is easy to shape into the desired shape. Concrete material consists of a mixture of cement, coarse aggregate, fine aggregate, water and sometimes with innovative additives. The research method used in this research is experimental, by making sample test objects in the laboratory using two different specimens but with the same concrete quality, namely fc'25 MPa. Based on the results of the values ​​on the flexural and compressive test specimens in the laboratory, it has been found that an unsuitable relationship between flexural strength (fs) and compressive strength (fc ') is in accordance with SNI 2847: 2013. The formula (fr = 0.62) applies to the 28-day-old concrete test.
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强抗强度强度柔韧混凝土与Fc ' 25百万帕斯卡(MPa)
随着建筑领域的时代发展,基础设施领域出现了很多新的创新。混凝土建筑的使用是有需求的,因为混凝土具有诸如耐火、耐久性、高抗压强度等有益的特性,并且在实践中很容易形成所需的形状。混凝土材料由水泥、粗骨料、细骨料、水的混合物组成,有时还加入创新的添加剂。本研究采用的研究方法为实验,在实验室中使用两个不同的试件,但混凝土质量相同,即fc’25 MPa,制作试样试验对象。根据实验室试件的抗折和抗压数值结果,发现抗折强度fs和抗压强度fc′之间的不合适关系符合SNI 2847: 2013。公式(fr = 0.62)适用于28天混凝土试验。
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