AI SearchAnalytical prediction of shear strength of prestresses concrete linear member (Record no. 5354)
[ view plain ]
| 000 -LEADER | |
|---|---|
| fixed length control field | 03229nam a2200373 4500 |
| 005 - DATE AND TIME OF LATEST TRANSACTION | |
| control field | 20260817162534.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 270798 th eng |
| 035 ## - SYSTEM CONTROL NUMBER | |
| System control number | .b1008373x |
| 099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC) | |
| Classification number | AIT Thesis no.ST-90-06 |
| 100 1# - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Putro, Heru Darjudi Eko |
| 245 10 - TITLE STATEMENT | |
| Title | Analytical prediction of shear strength of prestresses concrete linear member |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. | |
| Place of publication, distribution, etc. | Bangkok : |
| Name of publisher, distributor, etc. | Asian Institute of Technology, |
| Date of publication, distribution, etc. | 1990 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | 125, A14, B16 p. |
| 490 1# - SERIES STATEMENT | |
| Series statement | Thesis ; |
| Volume/sequential designation | no. ST-90-06 |
| 500 ## - GENERAL NOTE | |
| General note | A thesis submitted in partial fulfillments of the requirements for the degree of Master of Engineering, School of Engineering and Technology |
| 502 ## - DISSERTATION NOTE | |
| Dissertation note | Thesis (M.Eng.) - Asian Institute of Technology, 1990 |
| 520 ## - SUMMARY, ETC. | |
| Summary, etc. | Experimental data from the previous study [9] are analyzed to investigate the shear strength of prestressed concrete linear members without shear reinforcement. Analytical approach of investigating the behavior in shear of prestressed concrete beams without shear reinforcement is conducted using a finite element method where analytical mode ling for the concrete, steel reinforcement, bond between the concrete and the reinforcement, and stress transfer along crack are considered to be a plane stress problem. Several examples of singly reinforced concrete beams on simple supports with different effective restressing force and different diagonal cracking patterns are analyzed and results are presented for comparison and discussion. Shear crack is modeled as a single discrete crack a nd other cracks are modeled as smeared cracks. Forces transferred along the diagonal cracks are determined by applying models for both aggregate interlocking and tension softening of concrete. A non bond s lip model is also implemented. The depth of compression zone increases for beams increases in restressing force, which is considered to linear with be a reason of increase in beams. Opening and sliding displacements at shear crack are affected greatly by mode l s for stress transfer at crack a nd bond-slip, but the ultimate shear strength are not . Idealized shear crack pattern for discrete crack mode ling can change the ultimate shear strength when its location in longitudinal direction changes, but not when its location in vertical direction changes . |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Prestressed concrete construction |
| 700 1# - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Ueda, Tamon, |
| Relator term | Chairperson |
| 700 0# - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Worsak Kanok-Nukulchai, |
| Relator term | Examination Committee |
| 700 1# - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Pama, Ricardo P., |
| Relator term | Examination Committee |
| 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-90-06 |
| 856 ## - ELECTRONIC LOCATION AND ACCESS | |
| Materials specified | Full-Text |
| Uniform Resource Identifier | <a href="http://203.159.5.9/ait-thesis/detail.php?q=B18548">http://203.159.5.9/ait-thesis/detail.php?q=B18548</a> |
| 907 ## - LOCAL DATA ELEMENT G, LDG (RLIN) | |
| a | .b1008373x |
| b | mnait |
| c | s |
| 902 ## - LOCAL DATA ELEMENT B, LDB (RLIN) | |
| a | 240410 |
| 998 ## - LOCAL CONTROL INFORMATION (RLIN) | |
| Operator's initials, OID (RLIN) | 2 |
| Cataloger's initials, CIN (RLIN) | 951012 |
| First date, FD (RLIN) | m |
| -- | a |
| -- | s |
| -- | 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 : 30050120692727 |
| CREATED | CREATED : 2014-02-04 |
| RECORD Id | RECORD # : i12785982 |
| LPATRON | LPATRON : 0 |
| LCHKIN | LCHKIN : - |
| RENEWALS | # RENEWALS : 0 |
| -- | # OVERDUE : 0 |
| -- | IUSE3 : 0 |
| -- | TOT CHKOUT : 0 |
| -- | TOT RENEW : 0 |
| 909 ## - LOCAL ITEMS USED | |
| Barcode | Barcode : 30050160069067 |
| CREATED | CREATED : 2016-08-04 |
| RECORD Id | RECORD # : i12930775 |
| LPATRON | LPATRON : 0 |
| LCHKIN | LCHKIN : - |
| RENEWALS | # RENEWALS : 0 |
| -- | # OVERDUE : 0 |
| -- | IUSE3 : 0 |
| -- | TOT CHKOUT : 0 |
| -- | TOT RENEW : 0 |
| 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 | 17/08/2026 | 50.00 | AIT Thesis no.ST-90-06 | 30050120692727 | 17/08/2026 | 3 | 17/08/2026 | 22-AIT Thesis (Replacement) | ||||
| Available for Loans | Asian Institute of Technology Library | Asian Institute of Technology Library | Archives | 17/08/2026 | AIT Thesis no.ST-90-06 | 30050160069067 | 17/08/2026 | 1 | 17/08/2026 | 40-Archives |