Development of a system to select rehabilitation methods for deteriorated concrete marine structures (Record no. 29000)
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| 000 -LEADER | |
|---|---|
| fixed length control field | 04804nas|a2200397 i 4500 |
| 005 - DATE AND TIME OF LATEST TRANSACTION | |
| control field | 20260818090732.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 150900s2000 th uzm rtt 00| a1eng d |
| 035 ## - SYSTEM CONTROL NUMBER | |
| System control number | .b11807684 |
| 099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC) | |
| Classification number | AIT Thesis no.ST-00-04 |
| 100 0# - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Sarayoot Thongyot |
| 245 10 - TITLE STATEMENT | |
| Title | Development of a system to select rehabilitation methods for deteriorated concrete marine structures |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. | |
| Place of publication, distribution, etc. | Bangkok : |
| Name of publisher, distributor, etc. | Asian Institute of Technology, |
| Date of publication, distribution, etc. | 2000 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | 116 leaves |
| 490 1# - SERIES STATEMENT | |
| Series statement | Thesis ; |
| Volume/sequential designation | no. ST-00-04 |
| 500 ## - GENERAL NOTE | |
| General note | A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Civil Engineering |
| 502 ## - DISSERTATION NOTE | |
| Dissertation note | Thesis (M.Eng.) - Asian Institute of Technology, 2000 |
| 520 ## - SUMMARY, ETC. | |
| Summary, etc. | Reinforced concrete has been used widely in the marine environment during this century. The concrete has excellent durability and provides a satisfactory level of protection of the steel embedded inside. However, marine environment is very aggressive condition so that corrosion of the steel reinforcement cannot be avoided. Therefore, the proper rehabilitation methods should be applied to repair the structures. But the problem is how to select the suitable rehabilitation methods. The purpose of this research is development of the system to select rehabilitation methods. Firstly, the degradation curves of structural performances are evaluated. Three performances that are load bearing capacity, safety perception for third parties and aesthetics performance are considered. The load bearing capacity is evaluated theoretically, while safety perception for third parties and aesthetics performance are evaluated from the results obtained by online questionnaire. Furthermore, the selection of rehabilitation methods is also gathered from the opinion of the skillful engineers how to repair the structures by using online questionnaire also. The results show that load bearing capacity is degraded with time due to chloride attack. The degradation rate of load bearing capacity depends on many factors such as cover thickness, reinforcement diameter and reinforcing arrangement. Degradation rate will be large if using small size of diameter, and the corrosion will start very soon if using small cover thickness. Therefore, large diameter of steel with enough concrete cover is suggested. It is clearly shown that the change of failure mode from flexural mode to shear mode can occur in corrosion process if much larger corrosion amount occurs on shear reinforcement compared with flexural reinforcement. Degradation in safety perception for third parties and aesthetics performance will be different when the structures is deteriorated from different sources. The aesthetics performance is degraded largely in case of color changing when compared with safety perception for third parties. However, they are degraded closely in case of cracking and spalling. Both performances are rapidly degraded in case of spalling and degradation level is very high. The repair is strongly needed to recover both performances when the spalling occurs. The need of repair action is decreased respectively in case of cracking and color changing. The engineers require only coating to recover the aesthetics performance when the structures are deteriorated from color changing. For cracking, the crackfilling with coating is mostly required as rehabilitation methods. In addition, the strengthening is also preferred in repairing of large cracks. For spalling, the crackfilling, coating, patching and electrochemical methods are suggested to use. Especially, the electrochemical are noticeably suggested in the repair of spalling. The cyclic repair is required increasingly to repair the structures deteriorated from color changing, cracking and spatting respectively. |
| 650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Concrete construction |
| General subdivision | Deterioration |
| 650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Offshore structures |
| 700 1# - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Takewaka, Koji, |
| Relator term | Chairperson |
| 700 1# - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Nii, Kazuyoshi, |
| Relator term | Examination committee |
| 700 0# - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Worsak Kanok-Nukulchai, |
| Relator term | Examination Committee |
| 710 2# - ADDED ENTRY--CORPORATE NAME | |
| Corporate name or jurisdiction name as entry element | AIT Partial Scholarship, |
| Relator term | Scholarship donor |
| 810 2# - SERIES ADDED ENTRY--CORPORATE NAME | |
| Corporate name or jurisdiction name as entry element | Asian Institute of Technology. |
| Title of a work | Thesis ; |
| Volume/sequential designation | no. ST-00-04 |
| 856 ## - ELECTRONIC LOCATION AND ACCESS | |
| Materials specified | Full-Text |
| Uniform Resource Identifier | <a href="http://203.159.5.9/ait-thesis/detail.php?q=B06829">http://203.159.5.9/ait-thesis/detail.php?q=B06829</a> |
| 907 ## - LOCAL DATA ELEMENT G, LDG (RLIN) | |
| a | .b11807684 |
| b | mnait |
| c | u |
| 902 ## - LOCAL DATA ELEMENT B, LDB (RLIN) | |
| a | 240331 |
| 998 ## - LOCAL CONTROL INFORMATION (RLIN) | |
| Operator's initials, OID (RLIN) | 0 |
| Cataloger's initials, CIN (RLIN) | 000915 |
| First date, FD (RLIN) | m |
| -- | a |
| -- | u |
| -- | 0 |
| 945 ## - LOCAL PROCESSING INFORMATION (OCLC) | |
| l | mnait |
| 945 ## - LOCAL PROCESSING INFORMATION (OCLC) | |
| l | mnarc |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Koha item type | 22-AIT Thesis (Replacement) |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Koha item type | 40-Archives |
| 909 ## - LOCAL ITEMS USED | |
| Barcode | Barcode : 30050120747257 |
| CREATED | CREATED : 2014-05-30 |
| RECORD Id | RECORD # : i12804964 |
| LPATRON | LPATRON : 0 |
| LCHKIN | LCHKIN : - |
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| 909 ## - LOCAL ITEMS USED | |
| Barcode | Barcode : 30050160066576 |
| CREATED | CREATED : 2016-04-21 |
| RECORD Id | RECORD # : i12942832 |
| LPATRON | LPATRON : 0 |
| LCHKIN | LCHKIN : - |
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| Withdrawn status | Lost status | Damaged status | Not for loan | Home library | Current library | Shelving location | Date acquired | Cost, normal purchase price | Total checkouts | Full call number | Barcode | Date last seen | Copy number | Price effective from | Koha item type |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Available for Loans | Asian Institute of Technology Library | Asian Institute of Technology Library | AIT Publications | 18/08/2026 | 50.00 | AIT Thesis no.ST-00-04 | 30050120747257 | 18/08/2026 | 3 | 18/08/2026 | 22-AIT Thesis (Replacement) | ||||
| Available for Loans | Asian Institute of Technology Library | Asian Institute of Technology Library | Archives | 18/08/2026 | AIT Thesis no.ST-00-04 | 30050160066576 | 18/08/2026 | 1 | 18/08/2026 | 40-Archives |

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