Crack propagation and fracture of plain concrete beams subjected to shear and compression (Record no. 50551)
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| 000 -LEADER | |
|---|---|
| fixed length control field | 01979nam a2200241Ia 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-16377 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 250602s9999 xx |||||s2 |||| ||und|d |
| 245 10 - TITLE STATEMENT | |
| Title | Crack propagation and fracture of plain concrete beams subjected to shear and compression |
| 490 0# - SERIES STATEMENT | |
| Volume/sequential designation | ACI Structural Journal, 88(2), p.169-177, 1991 |
| 520 3# - SUMMARY, ETC. | |
| Summary, etc. | This paper describes the crack propagation and fracture behavior of plain concrete beams with Iosipescu-type geometry and loading in four-point bending with and without the presence of axial compression. Both experimental studies and numerical analyses are presented. The analytical studies utilized finite element codes, with linear elastic fracture mechanics and nonlinear fracture mechanics (CRACKER and the fictitious crack model augmented with shearing tractions along the crack faces). The beams without axial compression displayed crack patterns that generally conformed to the maximum tangential stress concept. The patterns were dependent on the presence or absence of starter notches and included a splitting-tension type of failure. The beams with axial compression in addition to transverse loads experienced failure in splitting tension regardless of the magnitude of the axial compression (stress levels up to 0.11 f'c). The associated energy for this mixed-mode loading was much higher than for Mode 1 loading for similar concrete and must be due to the extensive influence of friction and aggregate interlock. |
| 650 14 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | COMPUTER SIMULATION |
| 650 14 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | CONCRETE--CRACK PROPAGATION |
| 650 14 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | FRACTURE MECHANICS |
| 650 14 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | MATHEMATICAL MODELS |
| 650 14 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | MATHEMATICAL TECHNIQUES--FINITE ELEMENT METHOD |
| 700 12 - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Swartz, S.E. |
| 700 12 - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Taha, N.M. |
| 856 40 - ELECTRONIC LOCATION AND ACCESS | |
| Uniform Resource Identifier | <a href="https://drive.google.com/file/d/1wiP1Om7oJqYyCJMtVxRf94yln72fMuKr/view?usp=drivesdk">https://drive.google.com/file/d/1wiP1Om7oJqYyCJMtVxRf94yln72fMuKr/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-16377 | 25.06.2025 | 25.06.2025 | Documentos solicitados |