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Elevated temperature performances of light-weight cementitious composites produced with waste rubber aggregate

Yıl 2024, Cilt: 30 Sayı: 2, 257 - 262, 30.04.2024

Öz

In this study, lightweight concrete was investigated by using perlite (Pe), pumice (Pu), and waste rubber aggregates (R). The changes in compressive strength of lightweight concrete were investigated, while ultrasonic pulse velocity and density properties were compared after high-temperature exposure (300, 500 ℃). In this context, 11 different types of mixtures were produced. Combinations were formed by keeping the w/c ratio constant. As a result of the experiments, increases in compressive strength were determined at 300 ℃ in general. The compressive strengths of concretes produced using waste rubber aggregates were lower than concretes using pumice and perlite aggregates. It was determined that concrete made using waste rubber exhibited more ductile fracture during compression loading.

Kaynakça

  • [1] Waldron CJ, Cousins TE, Nassar AJ, Gomez JP. “Demonstration of use of high-performance lightweight concrete in bridge superstructure in virginia”. Journal of Performance of Constructed Facilities, 19(2), 146-154, 2005.
  • [2] Lokeshwari M, Pavan Bandakli BR, Tarun SR, Sachin P, Kumar V. “A review on self-curing concrete”. Materials Today: Proceedings, 43, 2259-2264, 2021.
  • [3] Akhnoukh AK. “Internal curing of concrete using lightweight aggregates”. Particulate Science and Technology, 36(3), 362-367, 2018.
  • [4] Kevern JT, Nowasell QC. “Internal curing of pervious concrete using lightweight aggregates”. Construction and Building Materials, 161, 229-235, 2018.
  • [5] Thomas BS, Gupta RC. “A comprehensive review on the applications of waste tire rubber in cement concrete”. Renewable and Sustainable Energy Reviews, 54, 1323-1333, 2016.
  • [6] Rashad AM. “A comprehensive overview about recycling rubber as fine aggregate replacement in traditional cementitious materials”. International Journal of Sustainable Built Environment, 5(1), 46-82, 2016.
  • [7] Li X, Ling TC, Hung Mo K. “Functions and impacts of plastic/rubber wastes as eco-friendly aggregate in concrete-a review”. Construction and Building Materials, 240, 1-13, 2020.
  • [8] Gesoglu M, Güneyisi E, Hansu O, Etli S, Alhassan M. “Mechanical and fracture characteristics of self-compacting concretes containing different percentage of plastic waste powder”. Construction and Building Materials, 140, 562-569, 2017.
  • [9] Safi B, Saidi M, Aboutaleb D, Maallem M. “The use of plastic waste as fine aggregate in the self-compacting mortars: Effect on physical and mechanical properties”. Construction and Building Materials, 43, 436-442, 2013.
  • [10] Khaloo AR, Dehestani M, Rahmatabadi P. “Mechanical properties of concrete containing a high volume of tire-rubber particles”. Waste Management, 28(12), 2472-2482, 2008.
  • [11] Wang HY, Chen BT, Wu YW. “A study of the fresh properties of controlled low-strength rubber lightweight aggregate concrete (CLSRLC)”. Construction and Building Materials, 41, 526-531, 2013.
  • [12] Sakr K, EL-Hakim E. “Effect of high temperature or fire on heavy weight concrete properties”. Cement and Concrete Research, 35(3), 590-596, 2005.

Atık kauçuk agrega kullanılarak üretilen hafif çimento bağlayıcılı kompozitlerin yüksek sıcaklık performansları

Yıl 2024, Cilt: 30 Sayı: 2, 257 - 262, 30.04.2024

Öz

Bu çalışmada perlit (Pe), pomza (Pu) ve atık kauçuk agregaları (R) kullanılarak üretilen hafif betonların performansları incelenmiştir. Hafif betonun basınç dayanımındaki değişimler incelenirken, yüksek sıcaklığa (300, 500 ℃) maruz kaldıktan sonra ultrasonik ses geçiş hızı ve yoğunluk özellikleri karşılaştırılmıştır. Bu kapsamda 11 farklı karışım üretilmiştir. Kombinasyonlar s/ç oranı sabit tutularak oluşturulmuştur. Yapılan deneyler sonucunda genel olarak 300 ℃ sonrasında basınç dayanımında artışlar tespit edilmiştir. Atık kauçuk agrega kullanılarak üretilen betonların basınç dayanımları, pomza ve perlit agrega kullanılarak üretilen betonlara göre daha düşük olmuştur. Kauçuk atığı kullanılarak yapılan betonun basınç yüklemesi sırasında daha sünek kırılma gösterdiği belirlenmiştir.

Kaynakça

  • [1] Waldron CJ, Cousins TE, Nassar AJ, Gomez JP. “Demonstration of use of high-performance lightweight concrete in bridge superstructure in virginia”. Journal of Performance of Constructed Facilities, 19(2), 146-154, 2005.
  • [2] Lokeshwari M, Pavan Bandakli BR, Tarun SR, Sachin P, Kumar V. “A review on self-curing concrete”. Materials Today: Proceedings, 43, 2259-2264, 2021.
  • [3] Akhnoukh AK. “Internal curing of concrete using lightweight aggregates”. Particulate Science and Technology, 36(3), 362-367, 2018.
  • [4] Kevern JT, Nowasell QC. “Internal curing of pervious concrete using lightweight aggregates”. Construction and Building Materials, 161, 229-235, 2018.
  • [5] Thomas BS, Gupta RC. “A comprehensive review on the applications of waste tire rubber in cement concrete”. Renewable and Sustainable Energy Reviews, 54, 1323-1333, 2016.
  • [6] Rashad AM. “A comprehensive overview about recycling rubber as fine aggregate replacement in traditional cementitious materials”. International Journal of Sustainable Built Environment, 5(1), 46-82, 2016.
  • [7] Li X, Ling TC, Hung Mo K. “Functions and impacts of plastic/rubber wastes as eco-friendly aggregate in concrete-a review”. Construction and Building Materials, 240, 1-13, 2020.
  • [8] Gesoglu M, Güneyisi E, Hansu O, Etli S, Alhassan M. “Mechanical and fracture characteristics of self-compacting concretes containing different percentage of plastic waste powder”. Construction and Building Materials, 140, 562-569, 2017.
  • [9] Safi B, Saidi M, Aboutaleb D, Maallem M. “The use of plastic waste as fine aggregate in the self-compacting mortars: Effect on physical and mechanical properties”. Construction and Building Materials, 43, 436-442, 2013.
  • [10] Khaloo AR, Dehestani M, Rahmatabadi P. “Mechanical properties of concrete containing a high volume of tire-rubber particles”. Waste Management, 28(12), 2472-2482, 2008.
  • [11] Wang HY, Chen BT, Wu YW. “A study of the fresh properties of controlled low-strength rubber lightweight aggregate concrete (CLSRLC)”. Construction and Building Materials, 41, 526-531, 2013.
  • [12] Sakr K, EL-Hakim E. “Effect of high temperature or fire on heavy weight concrete properties”. Cement and Concrete Research, 35(3), 590-596, 2005.
Toplam 12 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Konular İnşaat Mühendisliği (Diğer)
Bölüm Makale
Yazarlar

Nurullah Öksüzer

Yayımlanma Tarihi 30 Nisan 2024
Yayımlandığı Sayı Yıl 2024 Cilt: 30 Sayı: 2

Kaynak Göster

APA Öksüzer, N. (2024). Elevated temperature performances of light-weight cementitious composites produced with waste rubber aggregate. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi, 30(2), 257-262.
AMA Öksüzer N. Elevated temperature performances of light-weight cementitious composites produced with waste rubber aggregate. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi. Nisan 2024;30(2):257-262.
Chicago Öksüzer, Nurullah. “Elevated Temperature Performances of Light-Weight Cementitious Composites Produced With Waste Rubber Aggregate”. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi 30, sy. 2 (Nisan 2024): 257-62.
EndNote Öksüzer N (01 Nisan 2024) Elevated temperature performances of light-weight cementitious composites produced with waste rubber aggregate. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi 30 2 257–262.
IEEE N. Öksüzer, “Elevated temperature performances of light-weight cementitious composites produced with waste rubber aggregate”, Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi, c. 30, sy. 2, ss. 257–262, 2024.
ISNAD Öksüzer, Nurullah. “Elevated Temperature Performances of Light-Weight Cementitious Composites Produced With Waste Rubber Aggregate”. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi 30/2 (Nisan 2024), 257-262.
JAMA Öksüzer N. Elevated temperature performances of light-weight cementitious composites produced with waste rubber aggregate. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi. 2024;30:257–262.
MLA Öksüzer, Nurullah. “Elevated Temperature Performances of Light-Weight Cementitious Composites Produced With Waste Rubber Aggregate”. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi, c. 30, sy. 2, 2024, ss. 257-62.
Vancouver Öksüzer N. Elevated temperature performances of light-weight cementitious composites produced with waste rubber aggregate. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi. 2024;30(2):257-62.





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