Effect of Glass Powder on the Compressive Strength and Drying Shrinkage Behavior of OPC- and LC3-50-Based Cementitious Composites of Various Strengths

This study assesses the compressive strength and drying shrinkage behavior of cement and LC3-50-based cementitious composites containing glass powder. A total of four, i.e., 20, 35, 50, and 60 MPa, strengths of cementitious composites were targeted by varying the mix composition and water-to-cement...

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Main Authors: Tehmina Ayub, Tariq Jamil, Ayesha Ayub, Asad-Ur-Rehman Khan, Eraj Mehmood, Muhammad Danyal Sheikh
Format: Article
Language:English
Published: Wiley 2024-01-01
Series:Advances in Materials Science and Engineering
Online Access:http://dx.doi.org/10.1155/2024/8860083
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author Tehmina Ayub
Tariq Jamil
Ayesha Ayub
Asad-Ur-Rehman Khan
Eraj Mehmood
Muhammad Danyal Sheikh
author_facet Tehmina Ayub
Tariq Jamil
Ayesha Ayub
Asad-Ur-Rehman Khan
Eraj Mehmood
Muhammad Danyal Sheikh
author_sort Tehmina Ayub
collection DOAJ
description This study assesses the compressive strength and drying shrinkage behavior of cement and LC3-50-based cementitious composites containing glass powder. A total of four, i.e., 20, 35, 50, and 60 MPa, strengths of cementitious composites were targeted by varying the mix composition and water-to-cement ratios. In all four composite mix types, locally available glass powder was used as 0, 5, 10, and 15% added as a partial replacement of cement and LC3-50. The novelty of this research is the addition of waste glass powder as an alternative to silica fume, especially in a high-strength composite (including 50 and 60 MPa). The aim was to investigate the efficiency of waste glass powder in providing eco-friendly composites. The compressive strength was determined following ASTM C 109 standard and the drying shrinkage test followed ASTM C 157 standard. The results of compressive strength in the enhancement using up to 10% waste glass powder are beneficial in enhancing strength and reducing drying shrinkage. Furthermore, the use of LC3-50 initially reduced compressive strength up to 14 days while increased at 28 days compared to OPC. Contrariwise, the initial drying shrinkage was higher in LC3-50 specimens and lower at later ages compared to OPC. A detailed investigation of existing shrinkage models for mortar/composite is assessed, and limitations are also discussed.
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institution Kabale University
issn 1687-8442
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publisher Wiley
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series Advances in Materials Science and Engineering
spelling doaj-art-ee8d9366657947e0814a688abe52df732025-02-03T07:23:46ZengWileyAdvances in Materials Science and Engineering1687-84422024-01-01202410.1155/2024/8860083Effect of Glass Powder on the Compressive Strength and Drying Shrinkage Behavior of OPC- and LC3-50-Based Cementitious Composites of Various StrengthsTehmina Ayub0Tariq Jamil1Ayesha Ayub2Asad-Ur-Rehman Khan3Eraj Mehmood4Muhammad Danyal Sheikh5Department of Civil EngineeringDepartment of Mechanical EngineeringDepartment of Urban and Infrastructure EngineeringDepartment of Civil EngineeringDepartment of Mechanical EngineeringDepartment of Civil EngineeringThis study assesses the compressive strength and drying shrinkage behavior of cement and LC3-50-based cementitious composites containing glass powder. A total of four, i.e., 20, 35, 50, and 60 MPa, strengths of cementitious composites were targeted by varying the mix composition and water-to-cement ratios. In all four composite mix types, locally available glass powder was used as 0, 5, 10, and 15% added as a partial replacement of cement and LC3-50. The novelty of this research is the addition of waste glass powder as an alternative to silica fume, especially in a high-strength composite (including 50 and 60 MPa). The aim was to investigate the efficiency of waste glass powder in providing eco-friendly composites. The compressive strength was determined following ASTM C 109 standard and the drying shrinkage test followed ASTM C 157 standard. The results of compressive strength in the enhancement using up to 10% waste glass powder are beneficial in enhancing strength and reducing drying shrinkage. Furthermore, the use of LC3-50 initially reduced compressive strength up to 14 days while increased at 28 days compared to OPC. Contrariwise, the initial drying shrinkage was higher in LC3-50 specimens and lower at later ages compared to OPC. A detailed investigation of existing shrinkage models for mortar/composite is assessed, and limitations are also discussed.http://dx.doi.org/10.1155/2024/8860083
spellingShingle Tehmina Ayub
Tariq Jamil
Ayesha Ayub
Asad-Ur-Rehman Khan
Eraj Mehmood
Muhammad Danyal Sheikh
Effect of Glass Powder on the Compressive Strength and Drying Shrinkage Behavior of OPC- and LC3-50-Based Cementitious Composites of Various Strengths
Advances in Materials Science and Engineering
title Effect of Glass Powder on the Compressive Strength and Drying Shrinkage Behavior of OPC- and LC3-50-Based Cementitious Composites of Various Strengths
title_full Effect of Glass Powder on the Compressive Strength and Drying Shrinkage Behavior of OPC- and LC3-50-Based Cementitious Composites of Various Strengths
title_fullStr Effect of Glass Powder on the Compressive Strength and Drying Shrinkage Behavior of OPC- and LC3-50-Based Cementitious Composites of Various Strengths
title_full_unstemmed Effect of Glass Powder on the Compressive Strength and Drying Shrinkage Behavior of OPC- and LC3-50-Based Cementitious Composites of Various Strengths
title_short Effect of Glass Powder on the Compressive Strength and Drying Shrinkage Behavior of OPC- and LC3-50-Based Cementitious Composites of Various Strengths
title_sort effect of glass powder on the compressive strength and drying shrinkage behavior of opc and lc3 50 based cementitious composites of various strengths
url http://dx.doi.org/10.1155/2024/8860083
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