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Muhammad Noor Asnan
Universitas Muhammadiyah Kalimantan Timur
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Journal : JSE Journal of Science and Engineering

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Assessing the Impact of PVC Pipe Diameter on Compressive Strength and Cracking in Hollow Prism Concrete Muhammad Noor Asnan; Sahrul Panji Saputra; Rusandi Noor
JSE Journal of Science and Engineering Vol. 2 No. 1 (2023): Journal of Science and Engineering
Publisher : LPPI Universitas Muhammadiyah Kalimantan Timur (UMKT)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30650/jse.v1i1.3788

Abstract

In order to enhance the utilization of concrete, it is necessary to explore the impact of PVC pipes incorporated into hollow prism concrete, focusing on their effects on compressive strength and cracking. PVC pipes are commonly employed as reinforcements within concrete structures to bolster their stability. This research delves into the consequences of varying pipe diameters and PVC pipes within hollow prism concrete. The experimental process entails utilizing concrete prisms with 100 x 100 x 300 mm³ dimensions, possessing a compressive strength of 25 MPa. Research outcomes reveal that pipe diameter directly influences compressive strength, where larger diameters are associated with reduced compressive strength. Including pipes in the concrete does not yield a substantial discrepancy in compressive strength. Concrete prisms with incorporated pipes exhibit a Columnar-type collapse, indicative of dominant compressive stress, whereas prisms without pipes undergo a Shear-type collapse, signifying a shift in stress distribution. It emphasizes the pivotal role of reinforcements like PVC pipes in upholding the structural integrity of concrete, thereby mitigating potential damage.In order to enhance the utilization of concrete, it is necessary to explore the impact of PVC pipes incorporated into hollow prism concrete, focusing on their effects on compressive strength and cracking. PVC pipes are commonly employed as reinforcements within concrete structures to bolster their stability. This research delves into the consequences of varying pipe diameters and PVC pipes within hollow prism concrete. The experimental process entails utilizing concrete prisms with 100 x 100 x 300 mm³ dimensions, possessing a compressive strength of 25 MPa. Research outcomes reveal that pipe diameter directly influences compressive strength, where larger diameters are associated with reduced compressive strength. Including pipes in the concrete does not yield a substantial discrepancy in compressive strength. Concrete prisms with incorporated pipes exhibit a Columnar-type collapse, indicative of dominant compressive stress, whereas prisms without pipes undergo a Shear-type collapse, signifying a shift in stress distribution. It emphasizes the pivotal role of reinforcements like PVC pipes in upholding the structural integrity of concrete, thereby mitigating potential damage.
Co-Authors Adde Currie Siregar Anang Akbar Arha Andrew Joewono Andrew Joewono, Andrew Bagas Bayu Prasetyo Binyamin Binyamin Daniel Flawijaya Ledau Desyana Nur Fitriani Dumendehe, Tri Dianingsi Fitriyati Agustina Hadi Santoso Hadi Santoso Haekal, Muhammad Isnaini Zulkarnain Isnaini Zulkarnain Khoirulliyah, Ayu Arina Libaini Libaini P Pitoyo Pamungkas, Pulung Priyo Pitoyo, Pitoyo Pratiwi, Dheka Shara Rizqi Ilmal Yaqin Rusandi Noor Sahrul Panji Saputra Santi Yatnikasari Sigiet Haryo Pranoto Taufik Adi Styawan Tri Dianingsi Dumendehe Ulwiyah Wahdah Mufassirin Liana V Vebrian Vebrian Vebrian Vebrian Vebrian Vebrian Vebrian, Vebrian Vebrian, Vebrian