Shear Strength of Geopolymer Concrete Beams Using High Calcium Content Fly Ash in a Marine Environment
This paper deals with the behavior of a geopolymer concrete beam (GCB) under shear load using high calcium content fly ash (FA). The effect of the marine environment on the shear strength of GCB was considered by curing the specimen in a sea splashing zone for 28 days. Destructive and non-destructiv...
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doaj-f48f83470f8b4bc6ab2d338a1ea0ecd52020-11-24T20:47:30ZengMDPI AGBuildings2075-53092019-04-01949810.3390/buildings9040098buildings9040098Shear Strength of Geopolymer Concrete Beams Using High Calcium Content Fly Ash in a Marine EnvironmentMuhammad Sigit Darmawan0Ridho Bayuaji1Hidajat Sugihardjo2Nur Ahmad Husin3Raden Buyung Anugraha Affandhie4Department of Civil Infrastructure Engineering, Faculty of Vocational Studies, Institut Teknologi Sepuluh Nopember, Surabaya 60111, IndonesiaDepartment of Civil Infrastructure Engineering, Faculty of Vocational Studies, Institut Teknologi Sepuluh Nopember, Surabaya 60111, IndonesiaDepartment of Civil Engineering, Faculty of Civil, Environment, and Geo Engineering, Institut Teknologi Sepuluh Nopember, Surabaya 60111, IndonesiaDepartment of Civil Infrastructure Engineering, Faculty of Vocational Studies, Institut Teknologi Sepuluh Nopember, Surabaya 60111, IndonesiaDepartment of Civil Infrastructure Engineering, Faculty of Vocational Studies, Institut Teknologi Sepuluh Nopember, Surabaya 60111, IndonesiaThis paper deals with the behavior of a geopolymer concrete beam (GCB) under shear load using high calcium content fly ash (FA). The effect of the marine environment on the shear strength of GCB was considered by curing the specimen in a sea splashing zone for 28 days. Destructive and non-destructive tests were carried out to determine the properties of geopolymer concrete in different curing environments. Geopolymer concretes cured at room temperature showed higher compressive strength, slightly lower porosity, and higher concrete resistivity than that of those cured in sea water. From the loading test of the GCB under shear load, there was no effect of a sea environment on the crack pattern and crack development of the beam. The shear strength of the GCB generally exceeded the predicted shear strength based on the American Concrete Institute (ACI) Code.https://www.mdpi.com/2075-5309/9/4/98GeopolymerFly AshMarine EnvironmentShear StrengthBeam |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Muhammad Sigit Darmawan Ridho Bayuaji Hidajat Sugihardjo Nur Ahmad Husin Raden Buyung Anugraha Affandhie |
spellingShingle |
Muhammad Sigit Darmawan Ridho Bayuaji Hidajat Sugihardjo Nur Ahmad Husin Raden Buyung Anugraha Affandhie Shear Strength of Geopolymer Concrete Beams Using High Calcium Content Fly Ash in a Marine Environment Buildings Geopolymer Fly Ash Marine Environment Shear Strength Beam |
author_facet |
Muhammad Sigit Darmawan Ridho Bayuaji Hidajat Sugihardjo Nur Ahmad Husin Raden Buyung Anugraha Affandhie |
author_sort |
Muhammad Sigit Darmawan |
title |
Shear Strength of Geopolymer Concrete Beams Using High Calcium Content Fly Ash in a Marine Environment |
title_short |
Shear Strength of Geopolymer Concrete Beams Using High Calcium Content Fly Ash in a Marine Environment |
title_full |
Shear Strength of Geopolymer Concrete Beams Using High Calcium Content Fly Ash in a Marine Environment |
title_fullStr |
Shear Strength of Geopolymer Concrete Beams Using High Calcium Content Fly Ash in a Marine Environment |
title_full_unstemmed |
Shear Strength of Geopolymer Concrete Beams Using High Calcium Content Fly Ash in a Marine Environment |
title_sort |
shear strength of geopolymer concrete beams using high calcium content fly ash in a marine environment |
publisher |
MDPI AG |
series |
Buildings |
issn |
2075-5309 |
publishDate |
2019-04-01 |
description |
This paper deals with the behavior of a geopolymer concrete beam (GCB) under shear load using high calcium content fly ash (FA). The effect of the marine environment on the shear strength of GCB was considered by curing the specimen in a sea splashing zone for 28 days. Destructive and non-destructive tests were carried out to determine the properties of geopolymer concrete in different curing environments. Geopolymer concretes cured at room temperature showed higher compressive strength, slightly lower porosity, and higher concrete resistivity than that of those cured in sea water. From the loading test of the GCB under shear load, there was no effect of a sea environment on the crack pattern and crack development of the beam. The shear strength of the GCB generally exceeded the predicted shear strength based on the American Concrete Institute (ACI) Code. |
topic |
Geopolymer Fly Ash Marine Environment Shear Strength Beam |
url |
https://www.mdpi.com/2075-5309/9/4/98 |
work_keys_str_mv |
AT muhammadsigitdarmawan shearstrengthofgeopolymerconcretebeamsusinghighcalciumcontentflyashinamarineenvironment AT ridhobayuaji shearstrengthofgeopolymerconcretebeamsusinghighcalciumcontentflyashinamarineenvironment AT hidajatsugihardjo shearstrengthofgeopolymerconcretebeamsusinghighcalciumcontentflyashinamarineenvironment AT nurahmadhusin shearstrengthofgeopolymerconcretebeamsusinghighcalciumcontentflyashinamarineenvironment AT radenbuyunganugrahaaffandhie shearstrengthofgeopolymerconcretebeamsusinghighcalciumcontentflyashinamarineenvironment |
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1716809796405952512 |