Flexural Behavior of Reinforced Concrete Beams Made with Jute Fiber (JFRC) (Record no. 56100)
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| 000 -LEADER | |
|---|---|
| fixed length control field | 01866nam a22001337a 4500 |
| 100 ## - MAIN ENTRY--AUTHOR NAME | |
| Personal name | Dahri, Shahzad |
| -- | 10MCEM05 |
| -- | Supervisor prof.Abdullah Saand |
| 245 ## - TITLE STATEMENT | |
| Title | Flexural Behavior of Reinforced Concrete Beams Made with Jute Fiber (JFRC) |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT) | |
| Place of publication | Nawabshah: |
| Name of publisher | QUEST, |
| Year of publication | 2016. |
| 300 ## - PHYSICAL DESCRIPTION | |
| Number of Pages | 38P, : |
| 500 ## - GENERAL NOTE | |
| General note | ABSTRACT<br/><br/>In engineering construction field concrete has a main role to perform but has not sufficient capability to keep up tensile stresses, brittle mode of failure, cracking etc. Researchers had worked a lot to find a feasible and economic solution to improve some weak properties of concrete. For this reason, ordinary steel as concrete reinforcement material is popular choice, which is being used in addition to that, many other types of fibers are being used, after extensive research.<br/>The aim of this research study is to utilize jute fibers in concrete, which is prepared from used jute burlaps with different percentages to improve the strength of plain concrete, for this purpose forty numbers of beam specimen were cast to determine flexural strength behavior of beams.<br/>Addition of jute fiber in concrete mix was done by dry weight with 0%, 0.5%, 1.0%, 1.5%, 2.0%, 2.5%, 3.0%, and 3 .5%. From the test results it can be seen that flexural strength of concrete increases up to 6.89% with the addition of jute fibers from 0 .5% to 1.0%. While on further addition of jute fibers in the mix, flexural strength of beams was not increased.<br/>It was noticed that workability of concrete mix decreases with the addition of jute fibers more than 1%.<br/>However, the optimum fiber content seems to be 1% as that proportion improves flexural strength up to 6.89%, as compared to virgin concrete, and mix remain workable up to that percentage.<br/> |
| 700 ## - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Department Of Civil Engineering |
| 856 ## - ELECTRONIC LOCATION AND ACCESS | |
| Uniform Resource Identifier | https://tinyurl.com/379jd8n3 |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Koha item type | Thesis and Dissertation |
| Withdrawn status | Lost status | Home library | Current library | Date acquired | Accession Number | Koha item type |
|---|---|---|---|---|---|---|
| Research Section | Research Section | 25/11/2016 | MP/14-133 | Thesis and Dissertation | ||
| Research Section | Research Section | 03/10/2018 | MP/28-319 | Thesis and Dissertation |