Cylinder to cube strength ratio of lightweight concrete specimens using sand coated polypropylene coarse aggregate

Heru Purnomo; Dwi Afsari; Pujakesuma Perdani

doi:10.1063/5.0144903

Cylinder to cube strength ratio of lightweight concrete specimens using sand coated polypropylene coarse aggregate

Heru Purnomo, Dwi Afsari, Pujakesuma Perdani

Department of Civil Engineering

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

Abstract

An experimental study of concrete cylinder and cube specimens using sand coated polypropylene coarse aggregate was carried out. Compressive strength tests were conducted to both shapes of specimens where the specimens are grouped to three water-cement ratios of 0.29, 0.287 and 0.255. It is found that both shapes of concrete specimens show the same behaviour where lower water-cement ratio gives higher compressive strength. The cylinder/cube compressive strength ratios are not constant but it is found dependent on the concrete compressive strength. An increase in compressive strength gives higher cylinder to cube strength ratio.

Original language	English
Title of host publication	AIP Conference Proceedings
Editors	Andyka Kusuma, Jaka Fajar Fatriansyah, Radon Dhelika, Mochamad Adhiraga Pratama, Ridho Irwansyah, Imam Jauhari Maknun, Wahyuaji Narottama Putra, Romadhani Ardi, Ruki Harwahyu, Yulia Nurliani Harahap, Kenny Lischer
Publisher	American Institute of Physics Inc.
Edition	1
ISBN (Electronic)	9780735446410
DOIs	https://doi.org/10.1063/5.0144903
Publication status	Published - 6 Feb 2024
Event	17th International Conference on Quality in Research, QiR 2021 in conjunction with the International Tropical Renewable Energy Conference 2021, I-Trec 2021 and the 2nd AUN-SCUD International Conference, CAIC-SIUD - Virtual, Online, India Duration: 13 Oct 2021 → 15 Oct 2021

Publication series

Name	AIP Conference Proceedings
Number	1
Volume	2710
ISSN (Print)	0094-243X
ISSN (Electronic)	1551-7616

Conference

Conference	17th International Conference on Quality in Research, QiR 2021 in conjunction with the International Tropical Renewable Energy Conference 2021, I-Trec 2021 and the 2nd AUN-SCUD International Conference, CAIC-SIUD
Country/Territory	India
City	Virtual, Online
Period	13/10/21 → 15/10/21

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10.1063/5.0144903

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Purnomo, H., Afsari, D., & Perdani, P. (2024). Cylinder to cube strength ratio of lightweight concrete specimens using sand coated polypropylene coarse aggregate. In A. Kusuma, J. F. Fatriansyah, R. Dhelika, M. A. Pratama, R. Irwansyah, I. J. Maknun, W. N. Putra, R. Ardi, R. Harwahyu, Y. N. Harahap, & K. Lischer (Eds.), AIP Conference Proceedings (1 ed.). Article 060008 (AIP Conference Proceedings; Vol. 2710, No. 1). American Institute of Physics Inc.. https://doi.org/10.1063/5.0144903

Purnomo, Heru ; Afsari, Dwi ; Perdani, Pujakesuma. / Cylinder to cube strength ratio of lightweight concrete specimens using sand coated polypropylene coarse aggregate. AIP Conference Proceedings. editor / Andyka Kusuma ; Jaka Fajar Fatriansyah ; Radon Dhelika ; Mochamad Adhiraga Pratama ; Ridho Irwansyah ; Imam Jauhari Maknun ; Wahyuaji Narottama Putra ; Romadhani Ardi ; Ruki Harwahyu ; Yulia Nurliani Harahap ; Kenny Lischer. 1. ed. American Institute of Physics Inc., 2024. (AIP Conference Proceedings; 1).

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title = "Cylinder to cube strength ratio of lightweight concrete specimens using sand coated polypropylene coarse aggregate",

abstract = "An experimental study of concrete cylinder and cube specimens using sand coated polypropylene coarse aggregate was carried out. Compressive strength tests were conducted to both shapes of specimens where the specimens are grouped to three water-cement ratios of 0.29, 0.287 and 0.255. It is found that both shapes of concrete specimens show the same behaviour where lower water-cement ratio gives higher compressive strength. The cylinder/cube compressive strength ratios are not constant but it is found dependent on the concrete compressive strength. An increase in compressive strength gives higher cylinder to cube strength ratio.",

author = "Heru Purnomo and Dwi Afsari and Pujakesuma Perdani",

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language = "English",

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editor = "Andyka Kusuma and Fatriansyah, {Jaka Fajar} and Radon Dhelika and Pratama, {Mochamad Adhiraga} and Ridho Irwansyah and Maknun, {Imam Jauhari} and Putra, {Wahyuaji Narottama} and Romadhani Ardi and Ruki Harwahyu and Harahap, {Yulia Nurliani} and Kenny Lischer",

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Purnomo, H, Afsari, D & Perdani, P 2024, Cylinder to cube strength ratio of lightweight concrete specimens using sand coated polypropylene coarse aggregate. in A Kusuma, JF Fatriansyah, R Dhelika, MA Pratama, R Irwansyah, IJ Maknun, WN Putra, R Ardi, R Harwahyu, YN Harahap & K Lischer (eds), AIP Conference Proceedings. 1 edn, 060008, AIP Conference Proceedings, no. 1, vol. 2710, American Institute of Physics Inc., 17th International Conference on Quality in Research, QiR 2021 in conjunction with the International Tropical Renewable Energy Conference 2021, I-Trec 2021 and the 2nd AUN-SCUD International Conference, CAIC-SIUD, Virtual, Online, India, 13/10/21. https://doi.org/10.1063/5.0144903

Cylinder to cube strength ratio of lightweight concrete specimens using sand coated polypropylene coarse aggregate. / Purnomo, Heru; Afsari, Dwi; Perdani, Pujakesuma.
AIP Conference Proceedings. ed. / Andyka Kusuma; Jaka Fajar Fatriansyah; Radon Dhelika; Mochamad Adhiraga Pratama; Ridho Irwansyah; Imam Jauhari Maknun; Wahyuaji Narottama Putra; Romadhani Ardi; Ruki Harwahyu; Yulia Nurliani Harahap; Kenny Lischer. 1. ed. American Institute of Physics Inc., 2024. 060008 (AIP Conference Proceedings; Vol. 2710, No. 1).

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

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AU - Afsari, Dwi

AU - Perdani, Pujakesuma

PY - 2024/2/6

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N2 - An experimental study of concrete cylinder and cube specimens using sand coated polypropylene coarse aggregate was carried out. Compressive strength tests were conducted to both shapes of specimens where the specimens are grouped to three water-cement ratios of 0.29, 0.287 and 0.255. It is found that both shapes of concrete specimens show the same behaviour where lower water-cement ratio gives higher compressive strength. The cylinder/cube compressive strength ratios are not constant but it is found dependent on the concrete compressive strength. An increase in compressive strength gives higher cylinder to cube strength ratio.

AB - An experimental study of concrete cylinder and cube specimens using sand coated polypropylene coarse aggregate was carried out. Compressive strength tests were conducted to both shapes of specimens where the specimens are grouped to three water-cement ratios of 0.29, 0.287 and 0.255. It is found that both shapes of concrete specimens show the same behaviour where lower water-cement ratio gives higher compressive strength. The cylinder/cube compressive strength ratios are not constant but it is found dependent on the concrete compressive strength. An increase in compressive strength gives higher cylinder to cube strength ratio.

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A2 - Pratama, Mochamad Adhiraga

A2 - Irwansyah, Ridho

A2 - Maknun, Imam Jauhari

A2 - Putra, Wahyuaji Narottama

A2 - Ardi, Romadhani

A2 - Harwahyu, Ruki

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PB - American Institute of Physics Inc.

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Purnomo H, Afsari D, Perdani P. Cylinder to cube strength ratio of lightweight concrete specimens using sand coated polypropylene coarse aggregate. In Kusuma A, Fatriansyah JF, Dhelika R, Pratama MA, Irwansyah R, Maknun IJ, Putra WN, Ardi R, Harwahyu R, Harahap YN, Lischer K, editors, AIP Conference Proceedings. 1 ed. American Institute of Physics Inc. 2024. 060008. (AIP Conference Proceedings; 1). doi: 10.1063/5.0144903

Cylinder to cube strength ratio of lightweight concrete specimens using sand coated polypropylene coarse aggregate

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