Reinforced concrete beams with steel fibers under shear (Record no. 50549)
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| 000 -LEADER | |
|---|---|
| fixed length control field | 01545nam a2200229Ia 4500 |
| 003 - CONTROL NUMBER IDENTIFIER | |
| control field | MX-MdCICY |
| 005 - DATE AND TIME OF LATEST TRANSACTION | |
| control field | 20250625160150.0 |
| 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-16375 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 250602s9999 xx |||||s2 |||| ||und|d |
| 245 10 - TITLE STATEMENT | |
| Title | Reinforced concrete beams with steel fibers under shear |
| 490 0# - SERIES STATEMENT | |
| Volume/sequential designation | ACI Structural Journal, 88(2), p.178-183, 1991 |
| 520 3# - SUMMARY, ETC. | |
| Summary, etc. | The effect of steel fibers on the behavior and strength of reinforced concrete beams under shear is studied. Nine fiber reinforced beams and one plain reinforced concrete beam were tested by two-point loading. The fiber content ranged from 0.4 to 1 percent, and the aspect ratio of the fibers was between 60 and 120. Improvement of first-crack load and ultimate load over that of plain concrete was noted. The first-crack strength ratio of fibrous and plain beams was a function of fiber spacing. The ultimate strength of fibrous beams under shear was much higher than that of the plain concrete beam, depending on the energy absorbed in debonding and stretching the fibers, which is directly proportional to the fiber volume content and aspect ratio. |
| 650 14 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | COMPOSITE MATERIALS--FIBER REINFORCED |
| 650 14 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | CONCRETE CONSTRUCTION--REINFORCED CONCRETE |
| 650 14 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | CONCRETE REINFORCEMENTS--BOND |
| 650 14 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | STEEL |
| 650 14 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | STRESSES--SHEAR |
| 700 12 - ADDED ENTRY--PERSONAL NAME | |
| Personal name | El-Niema, E.I. |
| 856 40 - ELECTRONIC LOCATION AND ACCESS | |
| Uniform Resource Identifier | <a href="https://drive.google.com/file/d/1qr_WiF0D7iR-owTal72QjszlfMewH7uP/view?usp=drivesdk">https://drive.google.com/file/d/1qr_WiF0D7iR-owTal72QjszlfMewH7uP/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-16375 | 25.06.2025 | 25.06.2025 | Documentos solicitados |
