KARAKTERISTIK KUAT CABUT TULANGAN DEFORM DENGAN LEM
The bond behavior between steel reinforcement bars and concrete represents one of the requirements of reinforced concrete structure. Diameter and length of reinforcement anchoring give significant influence to the concrete and reinforcement bond. A structural failure can be based on the factor of in...
| Main Author: | |
|---|---|
| Format: | Thesis |
| Published: |
[Yogyakarta] : Universitas Gadjah Mada
2015
|
| Subjects: |
| _version_ | 1797036271593324544 |
|---|---|
| author | AKHMAD, Adhie |
| author_facet | AKHMAD, Adhie |
| author_sort | AKHMAD, Adhie |
| collection | UGM |
| description | The bond behavior between steel reinforcement bars and concrete represents one of the requirements of reinforced concrete structure. Diameter and length of reinforcement anchoring give significant influence to the concrete and reinforcement bond. A structural failure can be based on the factor of inadequate bond between the reinforcement steel and the concrete. Therefore, it is important to notice the bond strength between the concrete and steel reinforcement (Bond Stress), in order to obtain balanced forces between reinforcement steel and concrete. This is useful to calculate the required anchoring. Bond stress can be calculated based on the force per area unit of the reinforcement steel nominal within the concrete blanket. To identify the characteristics of the reinforcement steel bond stress deformation, this research applied reinforcement steel variations of D10,D13,D16 and anchoring length variations of 10d,13d,dan 15d to normal concrete. This research used the HILTI RE-500 adhesive substance for each specimen under the “pull-out test method” This research used 27 specimens for pull-out test in the shape of cube concretes within 150 mm diameter and 300 mm height. In the middle part of the concrete cube, reinforcement threads of 10 mm, 13 mm and 16 mm were installed with anchoring length of (long distance) of 10d, 13d and 15d, respectively, each for 3 specimens. Results of this research indicated that the bond stress within each anchoring length of 10d, 13d and 15 showed damages before the reinforcement steel dissolved or at the condition of maximum bond stress, especially for the 13 mm and 16 mm reinforcements. Failure in the reinforcement pull out test was in the form of either intact or split concrete Keyword : anchorage length,Bond Stres, HILTI RE-500, pull-out test |
| first_indexed | 2024-03-13T23:43:11Z |
| format | Thesis |
| id | oai:generic.eprints.org:134661 |
| institution | Universiti Gadjah Mada |
| last_indexed | 2024-03-13T23:43:11Z |
| publishDate | 2015 |
| publisher | [Yogyakarta] : Universitas Gadjah Mada |
| record_format | dspace |
| spelling | oai:generic.eprints.org:1346612016-04-18T02:49:20Z https://repository.ugm.ac.id/134661/ KARAKTERISTIK KUAT CABUT TULANGAN DEFORM DENGAN LEM AKHMAD, Adhie Civil Engineering Electrical and Electronic Engineering Engineering The bond behavior between steel reinforcement bars and concrete represents one of the requirements of reinforced concrete structure. Diameter and length of reinforcement anchoring give significant influence to the concrete and reinforcement bond. A structural failure can be based on the factor of inadequate bond between the reinforcement steel and the concrete. Therefore, it is important to notice the bond strength between the concrete and steel reinforcement (Bond Stress), in order to obtain balanced forces between reinforcement steel and concrete. This is useful to calculate the required anchoring. Bond stress can be calculated based on the force per area unit of the reinforcement steel nominal within the concrete blanket. To identify the characteristics of the reinforcement steel bond stress deformation, this research applied reinforcement steel variations of D10,D13,D16 and anchoring length variations of 10d,13d,dan 15d to normal concrete. This research used the HILTI RE-500 adhesive substance for each specimen under the “pull-out test method” This research used 27 specimens for pull-out test in the shape of cube concretes within 150 mm diameter and 300 mm height. In the middle part of the concrete cube, reinforcement threads of 10 mm, 13 mm and 16 mm were installed with anchoring length of (long distance) of 10d, 13d and 15d, respectively, each for 3 specimens. Results of this research indicated that the bond stress within each anchoring length of 10d, 13d and 15 showed damages before the reinforcement steel dissolved or at the condition of maximum bond stress, especially for the 13 mm and 16 mm reinforcements. Failure in the reinforcement pull out test was in the form of either intact or split concrete Keyword : anchorage length,Bond Stres, HILTI RE-500, pull-out test [Yogyakarta] : Universitas Gadjah Mada 2015 Thesis NonPeerReviewed AKHMAD, Adhie (2015) KARAKTERISTIK KUAT CABUT TULANGAN DEFORM DENGAN LEM. Masters thesis, Universitas Gadjah Mada. http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=77659 |
| spellingShingle | Civil Engineering Electrical and Electronic Engineering Engineering AKHMAD, Adhie KARAKTERISTIK KUAT CABUT TULANGAN DEFORM DENGAN LEM |
| title | KARAKTERISTIK KUAT CABUT TULANGAN DEFORM DENGAN LEM |
| title_full | KARAKTERISTIK KUAT CABUT TULANGAN DEFORM DENGAN LEM |
| title_fullStr | KARAKTERISTIK KUAT CABUT TULANGAN DEFORM DENGAN LEM |
| title_full_unstemmed | KARAKTERISTIK KUAT CABUT TULANGAN DEFORM DENGAN LEM |
| title_short | KARAKTERISTIK KUAT CABUT TULANGAN DEFORM DENGAN LEM |
| title_sort | karakteristik kuat cabut tulangan deform dengan lem |
| topic | Civil Engineering Electrical and Electronic Engineering Engineering |
| work_keys_str_mv | AT akhmadadhie karakteristikkuatcabuttulangandeformdenganlem |