Flexural behaviour of plain concrete prism strengthened by textile fine grained mortar
This paper presents a flexural strength study of concrete incorporated with textile fine grained mortar (TFGM) as a strengthening laminate. TFGM is a combination of fine grained mortar (FGM) with alkali resistant glass fabric (AR glass). Fine grained sand with 600 m maximum size was used in FGM and...
| Main Authors: | , , , , , , |
|---|---|
| Format: | Article |
| Published: |
American Scientific Publishers
2018
|
| Subjects: |
| _version_ | 1825637178529546240 |
|---|---|
| author | Jamellodin, Zalipah Mohd Saman, Hamidah Adnan, Suraya Hani A. Khalid, Nur Hafizah Abdul Hamid, Noor Azlina A. Majid, Masni Salleh, Norhafizah |
| author_facet | Jamellodin, Zalipah Mohd Saman, Hamidah Adnan, Suraya Hani A. Khalid, Nur Hafizah Abdul Hamid, Noor Azlina A. Majid, Masni Salleh, Norhafizah |
| author_sort | Jamellodin, Zalipah |
| collection | UTHM |
| description | This paper presents a flexural strength study of concrete incorporated with textile fine grained mortar (TFGM) as a strengthening laminate. TFGM is a combination of fine grained mortar (FGM) with alkali resistant glass fabric (AR glass). Fine grained sand with 600 m maximum size was used in FGM and fly ash (FA) or rice husk ash (RHA) has been used as a partial substitute for ordinary Portland cement (OPC). The potential of TFGM as strengthening laminate was tested under monolithic load with three point flexure loading. The TFGM were laid in layers of two, four, six, and eight. Results shown a promising flexure enhancement of up to three times of unstrengthened concrete when eight layers of both RHA and FA were laid. Load bearing capacity and ductility of the samples increased about 200% and 61%, respectively, compared to control samples as well. The outcome shows a highly potential use of agro-waste as cement replacement to produce load bearing structural components |
| first_indexed | 2024-03-05T21:47:16Z |
| format | Article |
| id | uthm.eprints-3976 |
| institution | Universiti Tun Hussein Onn Malaysia |
| last_indexed | 2024-03-05T21:47:16Z |
| publishDate | 2018 |
| publisher | American Scientific Publishers |
| record_format | dspace |
| spelling | uthm.eprints-39762021-11-23T05:47:07Z http://eprints.uthm.edu.my/3976/ Flexural behaviour of plain concrete prism strengthened by textile fine grained mortar Jamellodin, Zalipah Mohd Saman, Hamidah Adnan, Suraya Hani A. Khalid, Nur Hafizah Abdul Hamid, Noor Azlina A. Majid, Masni Salleh, Norhafizah T Technology (General) TA Engineering (General). Civil engineering (General) TH Building construction TH1000-1725 Systems of building construction. Including fireproof construction, concrete construction This paper presents a flexural strength study of concrete incorporated with textile fine grained mortar (TFGM) as a strengthening laminate. TFGM is a combination of fine grained mortar (FGM) with alkali resistant glass fabric (AR glass). Fine grained sand with 600 m maximum size was used in FGM and fly ash (FA) or rice husk ash (RHA) has been used as a partial substitute for ordinary Portland cement (OPC). The potential of TFGM as strengthening laminate was tested under monolithic load with three point flexure loading. The TFGM were laid in layers of two, four, six, and eight. Results shown a promising flexure enhancement of up to three times of unstrengthened concrete when eight layers of both RHA and FA were laid. Load bearing capacity and ductility of the samples increased about 200% and 61%, respectively, compared to control samples as well. The outcome shows a highly potential use of agro-waste as cement replacement to produce load bearing structural components American Scientific Publishers 2018 Article PeerReviewed Jamellodin, Zalipah and Mohd Saman, Hamidah and Adnan, Suraya Hani and A. Khalid, Nur Hafizah and Abdul Hamid, Noor Azlina and A. Majid, Masni and Salleh, Norhafizah (2018) Flexural behaviour of plain concrete prism strengthened by textile fine grained mortar. Advanced Science Letters, 24 (6). pp. 3982-3985. ISSN 1936-6612 https://doi.org/10.1166/asl.2018.11525 |
| spellingShingle | T Technology (General) TA Engineering (General). Civil engineering (General) TH Building construction TH1000-1725 Systems of building construction. Including fireproof construction, concrete construction Jamellodin, Zalipah Mohd Saman, Hamidah Adnan, Suraya Hani A. Khalid, Nur Hafizah Abdul Hamid, Noor Azlina A. Majid, Masni Salleh, Norhafizah Flexural behaviour of plain concrete prism strengthened by textile fine grained mortar |
| title | Flexural behaviour of plain concrete prism strengthened by textile fine grained mortar |
| title_full | Flexural behaviour of plain concrete prism strengthened by textile fine grained mortar |
| title_fullStr | Flexural behaviour of plain concrete prism strengthened by textile fine grained mortar |
| title_full_unstemmed | Flexural behaviour of plain concrete prism strengthened by textile fine grained mortar |
| title_short | Flexural behaviour of plain concrete prism strengthened by textile fine grained mortar |
| title_sort | flexural behaviour of plain concrete prism strengthened by textile fine grained mortar |
| topic | T Technology (General) TA Engineering (General). Civil engineering (General) TH Building construction TH1000-1725 Systems of building construction. Including fireproof construction, concrete construction |
| work_keys_str_mv | AT jamellodinzalipah flexuralbehaviourofplainconcreteprismstrengthenedbytextilefinegrainedmortar AT mohdsamanhamidah flexuralbehaviourofplainconcreteprismstrengthenedbytextilefinegrainedmortar AT adnansurayahani flexuralbehaviourofplainconcreteprismstrengthenedbytextilefinegrainedmortar AT akhalidnurhafizah flexuralbehaviourofplainconcreteprismstrengthenedbytextilefinegrainedmortar AT abdulhamidnoorazlina flexuralbehaviourofplainconcreteprismstrengthenedbytextilefinegrainedmortar AT amajidmasni flexuralbehaviourofplainconcreteprismstrengthenedbytextilefinegrainedmortar AT sallehnorhafizah flexuralbehaviourofplainconcreteprismstrengthenedbytextilefinegrainedmortar |