Three-dimensional FE analysis of headed stud anchors exposed to fire (Record no. 815272)
[ view plain ]
| 000 -LEADER | |
|---|---|
| fixed length control field | 02165aab a2200253 4500 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 240610b20052005|||br||| |||| 00| 0 eng d |
| 022 ## - INTERNATIONAL STANDARD SERIAL NUMBER | |
| International Standard Serial Number | 1598-8198 |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Josko Ozbolt |
| 9 (RLIN) | 882397 |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Ivica Kozar |
| 9 (RLIN) | 882398 |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Rolf Eligehausen |
| 9 (RLIN) | 882399 |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Goran Periskic |
| 9 (RLIN) | 882400 |
| 245 ## - TITLE STATEMENT | |
| Title | Three-dimensional FE analysis of headed stud anchors exposed to fire |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | 249-266 p. |
| 520 ## - SUMMARY, ETC. | |
| Summary, etc. | In the present paper a transient three-dimensional thermo-mechanical model for concrete is presented. For given boundary conditions, temperature distribution is calculated by employing a three-dimensional transient thermal finite element analysis. Thermal properties of concrete are assumed to be constant and independent of the stress-strain distribution. In the thermo-mechanical model for concrete the total strain tensor is decomposed into pure mechanical strain, free thermal strain and load induced thermal strain. The mechanical strain is calculated by using temperature dependent microplane model for concrete (Ozbolt, et.al. 2001). The dependency of the macroscpic concrete properties (young's mudulus, tensile and copressive strengths and fracture energy ) on temperature is based on the available experimental database. The stress independent free thermal strain is calculated according to the proposal of Nielsen, et. al. (2001). The load induced thermal strain is obtained by employing the bi-parabolic model, which was recently proposed by Nielsen, et.al (2004). It is assemed that the total load induced thermal strain is irrecoverable, i.e., creep component is neglected. The model is implemented into a three-dimensional transient thermal FE analysis was carried out for three embedment d |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Concrete |
| 9 (RLIN) | 3869 |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | High Temperature |
| 9 (RLIN) | 172775 |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | 3D Finite Element Analysis |
| 9 (RLIN) | 882401 |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Microplane Model |
| 9 (RLIN) | 171590 |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Thermo-mechanical model |
| 9 (RLIN) | 882402 |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Headed studs |
| 9 (RLIN) | 172130 |
| 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.2005.2.4.249">DOI: 10.12989/cac.2005.2.4.249</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.2, No.4 (August 2005) | 10/06/2024 | Articles |