ESPI measurement of bond-slip relationships of FRP-concrete interface (Record no. 52157)
[ view plain ]
| 000 -LEADER | |
|---|---|
| fixed length control field | 01992nam a2200217Ia 4500 |
| 003 - CONTROL NUMBER IDENTIFIER | |
| control field | MX-MdCICY |
| 005 - DATE AND TIME OF LATEST TRANSACTION | |
| control field | 20250625160221.0 |
| 040 ## - CATALOGING SOURCE | |
| Transcribing agency | CICY |
| 090 ## - LOCALLY ASSIGNED LC-TYPE CALL NUMBER (OCLC); LOCAL CALL NUMBER (RLIN) | |
| Classification number (OCLC) (R) ; Classification number, CALL (RLIN) (NR) | B-17998 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 250602s9999 xx |||||s2 |||| ||und|d |
| 245 10 - TITLE STATEMENT | |
| Title | ESPI measurement of bond-slip relationships of FRP-concrete interface |
| 490 0# - SERIES STATEMENT | |
| Volume/sequential designation | Journal of Composites for construction, 11(2), p.149-160, 2007 |
| 520 3# - SUMMARY, ETC. | |
| Summary, etc. | Fiber-reinforced polymer (FRP)composites are widely used for strengthening reinforced concrete structures because of their superior properties. Reliable performance of the bond between the external FRP and the concrete in maintaining the composite action between them is crucial for this strengthening technique to be effective. To fully understand and model this bond behavior, a rigorous bond-slip law is essential. This paper presents an experimental study in which the displacement fields in a carbon fiber-reinforced polymer (CFRP)-to-concrete double shear test were measured using the nondestructive and noncontact electronic speckle pattern interferometry (ESPI)technique. Full-field in-plane displacements were measured in 33 CFRP specimens with concrete strengths varying from 23 to 69MPa69MPa. The measurement results were used to infer the bond-slip behavior between the FRP and the concrete. The inferred bond-slip curves include a nonlinear ascending branch and a descending branch. The strength of concrete is found to have significant effect on the peak bond stress but little effect on the slip corresponding to the peak bond stress. A logarithmic model and a simpler parabolic model are proposed to represent the experimental bond-slip constitutive curves. |
| 650 14 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | ESPI MEASUREMENT |
| 700 12 - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Cao, S. Y. |
| 700 12 - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Chen, J. F. |
| 700 12 - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Pan, J. W. |
| 700 12 - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Sun, N. |
| 856 40 - ELECTRONIC LOCATION AND ACCESS | |
| Uniform Resource Identifier | <a href="https://drive.google.com/file/d/1S7hZLgqdD9kWi2mggkrVAurohThrJCDp/view?usp=drivesdk">https://drive.google.com/file/d/1S7hZLgqdD9kWi2mggkrVAurohThrJCDp/view?usp=drivesdk</a> |
| Public note | Para ver el documento ingresa a Google con tu cuenta: @cicy.edu.mx |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Source of classification or shelving scheme | Clasificación local |
| Koha item type | Documentos solicitados |
| Lost status | Source of classification or shelving scheme | Damaged status | Not for loan | Collection | Home library | Current library | Shelving location | Date acquired | Total checkouts | Full call number | Date last seen | Price effective from | Koha item type |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Clasificación local | Ref1 | CICY | CICY | Documento préstamo interbibliotecario | 25.06.2025 | B-17998 | 25.06.2025 | 25.06.2025 | Documentos solicitados |