Analysis of Polypropylene Fiber and HDPE Plastic Substitution with Viscocrete 8670 MN towards Tension Strength and Concrete Elasticity Modulus
Keywords:
Fiber Polypropyelene, HDPE Plastic, Split Tensile Strength, Concrete Elasticity Modulus.Abstract
One of the drawbacks of concrete is that it is fragile due to its poor tensile strength relative to its compressive strength. The flexibility of concrete is another crucial characteristic. Because of the stress-strain's abrupt failure due to a rapid fall in compressive strength in the post-peak load area, both concrete characteristics are low. Numerous attempts have been made to address the weakness of concrete, such as recycling waste from different kinds of fiber, which is one of the constituent ingredients of concrete. To determine the effect of Viscocrete 8670 MN and Polypropylene on the value of split tensile strength and modulus of elasticity in concrete, this study will vary in the amount of fiber added by BN (0%), 0.3%, 0.7%, and 1% as well as up to 1% of the weight of cement. When testing 28 days old concrete, a cylindrical test object of 15 by 30 cm is used. The concrete's average split tensile strength values, according to each variation, are BN (2.4 MPa), BPF 0.3% (2.6 MPa), BPF 0.7% (2.1 MPa), and BPF 1% (1.32 MPa). The average split tensile strength of concrete is found to be 2.6 MPa, with variations of 1% for Viscocrete 8670 MN and 0.3% for BPF. For each variation of concrete and Viscocrete-8670 MN equating to 0.8% by weight of cement, there are variations in the addition of HDPE BN plastic, 0.5%, 1%, and 1.5%, from the coarse aggregate passing the 3/8 sieve retained by sieve no 4.
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