Behavior of non-reinforced and reinforced green mortar with fibers
The behavior of non-reinforced green mortar with fibers has been observed. Different green mortar mixes have been prepared using different percentages of waste glass powder (WGP), steel slag (SG) and silica fume (SF).The properties of flow, density, ultrasonic pulse velocity (UPV), compressive and f...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
De Gruyter
2020-11-01
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| Series: | Open Engineering |
| Subjects: | |
| Online Access: | https://doi.org/10.1515/eng-2021-0006 |
| _version_ | 1811272500526448640 |
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| author | Thanon Dawood Eethar Hani Abdullah Mafaz |
| author_facet | Thanon Dawood Eethar Hani Abdullah Mafaz |
| author_sort | Thanon Dawood Eethar |
| collection | DOAJ |
| description | The behavior of non-reinforced green mortar with fibers has been observed. Different green mortar mixes have been prepared using different percentages of waste glass powder (WGP), steel slag (SG) and silica fume (SF).The properties of flow, density, ultrasonic pulse velocity (UPV), compressive and flexural strengths have been tested for such green mortar in the first phase of the experimental work. The selected green mortar mix that gives good properties with the acceptable ranges of cement replacement by such cementitious materials has been utilized to achieve the second phase of the experimental work. Thus, the uses of human hair fibers, sisal fibers and stainless steel nails fibers in the form of individual and hybrid fibers system and testing for the same properties mentioned above have been performed. The third phase includes the cost estimation for the said mortar. Whereas, the last phase deals with analysis of the results using the integrated AHP and TOPSIS method for selection the best performance of the green mortar. The results of mono sisal fiber, human hair fiber and stainless nails fiber by 0.75, 0.75 and 2% of volume fraction respectively, exhibited the highest increase in compressive strength, flexural strength, UPV and density compared with other percentages. |
| first_indexed | 2024-04-12T22:41:27Z |
| format | Article |
| id | doaj.art-6c5d388558f24498828416789f76a6de |
| institution | Directory Open Access Journal |
| issn | 2391-5439 |
| language | English |
| last_indexed | 2024-04-12T22:41:27Z |
| publishDate | 2020-11-01 |
| publisher | De Gruyter |
| record_format | Article |
| series | Open Engineering |
| spelling | doaj.art-6c5d388558f24498828416789f76a6de2022-12-22T03:13:41ZengDe GruyterOpen Engineering2391-54392020-11-01111678410.1515/eng-2021-0006eng-2021-0006Behavior of non-reinforced and reinforced green mortar with fibersThanon Dawood Eethar0Hani Abdullah Mafaz1Building and Construction Dept, Technical College of Mosul, Northern Technical University, MosulIraqBuilding and Construction Dept, Technical College of Mosul, Northern Technical University, MosulIraqThe behavior of non-reinforced green mortar with fibers has been observed. Different green mortar mixes have been prepared using different percentages of waste glass powder (WGP), steel slag (SG) and silica fume (SF).The properties of flow, density, ultrasonic pulse velocity (UPV), compressive and flexural strengths have been tested for such green mortar in the first phase of the experimental work. The selected green mortar mix that gives good properties with the acceptable ranges of cement replacement by such cementitious materials has been utilized to achieve the second phase of the experimental work. Thus, the uses of human hair fibers, sisal fibers and stainless steel nails fibers in the form of individual and hybrid fibers system and testing for the same properties mentioned above have been performed. The third phase includes the cost estimation for the said mortar. Whereas, the last phase deals with analysis of the results using the integrated AHP and TOPSIS method for selection the best performance of the green mortar. The results of mono sisal fiber, human hair fiber and stainless nails fiber by 0.75, 0.75 and 2% of volume fraction respectively, exhibited the highest increase in compressive strength, flexural strength, UPV and density compared with other percentages.https://doi.org/10.1515/eng-2021-0006green mortarsisal fibershuman hair fiberstopsis |
| spellingShingle | Thanon Dawood Eethar Hani Abdullah Mafaz Behavior of non-reinforced and reinforced green mortar with fibers Open Engineering green mortar sisal fibers human hair fibers topsis |
| title | Behavior of non-reinforced and reinforced green mortar with fibers |
| title_full | Behavior of non-reinforced and reinforced green mortar with fibers |
| title_fullStr | Behavior of non-reinforced and reinforced green mortar with fibers |
| title_full_unstemmed | Behavior of non-reinforced and reinforced green mortar with fibers |
| title_short | Behavior of non-reinforced and reinforced green mortar with fibers |
| title_sort | behavior of non reinforced and reinforced green mortar with fibers |
| topic | green mortar sisal fibers human hair fibers topsis |
| url | https://doi.org/10.1515/eng-2021-0006 |
| work_keys_str_mv | AT thanondawoodeethar behaviorofnonreinforcedandreinforcedgreenmortarwithfibers AT haniabdullahmafaz behaviorofnonreinforcedandreinforcedgreenmortarwithfibers |