Nonlinear analysis of prestressed concrete structures considering slip behavior of tendons (Record no. 815292)
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| 000 -LEADER | |
|---|---|
| fixed length control field | 02064aab a2200229 4500 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 240614b20062006|||br||| |||| 00| 0 eng d |
| 022 ## - INTERNATIONAL STANDARD SERIAL NUMBER | |
| International Standard Serial Number | 1598-8198 |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Hyo-Gyoung Kwak |
| 9 (RLIN) | 882209 |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Jae-Hong Kim |
| 9 (RLIN) | 882504 |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Sun-Hoon Kim |
| 9 (RLIN) | 882505 |
| 245 ## - TITLE STATEMENT | |
| Title | Nonlinear analysis of prestressed concrete structures considering slip behavior of tendons |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | 43-64 p. |
| 520 ## - SUMMARY, ETC. | |
| Summary, etc. | A tendon model that can effectively be used in finite element analyses of prestressed concrete (PSC) structures with bonded tendons is proposed on the basis of the bond characteristics between a tendon and its surrounding concrete. Since tensile forces between adjacent cracks are transmitted from a tendon to concrete by bond forces, the constitutive law of a bonded tendon stiffened by grouting is different from that of a bare tendon. Accordingly, the apparent yield stress of an embedded tendon is determined from the bond-slip relationship. The definition of the multi-linear average stress-strain relationship is then obtained through a linear interpolation of the stress difference at the post-yielding stage. Unlike in the case of a bonded tendon, on the other hand, a stress increase beyond the effective prestress in an unbonded tendon is not section-dependent but member-dependent. The tendon stress unequivocally represents a uniform distribution along the length when the friction loss is excluded. Thus, using a strain reduction factor, the modified stress-strain curve of an unbonded tendon is derived by successive iterations. The validity of the proposed two tendon models is verified through correlation studies between analytical and experimental results for PSC beams and slabs. |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Tendon |
| 9 (RLIN) | 703587 |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Bonded |
| 9 (RLIN) | 171721 |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Unbonded |
| 9 (RLIN) | 792337 |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Prestressed Concrete |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Nonlinear Analysis |
| 9 (RLIN) | 73283 |
| 773 0# - HOST ITEM ENTRY | |
| Place, publisher, and date of publication | Daejeon, Korea : Techno Press |
| International Standard Serial Number | 15988198 |
| Title | Computers and Concrete: An International Journal |
| 856 ## - ELECTRONIC LOCATION AND ACCESS | |
| Uniform Resource Identifier | <a href="DOI: 10.12989/cac.2006.3.1.043">DOI: 10.12989/cac.2006.3.1.043</a> |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Source of classification or shelving scheme | Dewey Decimal Classification |
| Suppress in OPAC | No |
| Koha item type | Articles |
| -- | 14993 |
| -- | Mr. Muhammad Rafique Al Haj Rajab Ali (Late) |
| Not for loan | Home library | Serial Enumeration / chronology | Total Checkouts | Date last seen | Koha item type |
|---|---|---|---|---|---|
| Periodical Section | Vol.3, No.1 (February 2006) | 14/06/2024 | Articles |