MARC details
| 000 -LEADER |
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| fixed length control field |
02828aab a2200325 4500 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
240424b20242024|||br||| |||| 00| 0 eng d |
| 022 ## - INTERNATIONAL STANDARD SERIAL NUMBER |
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| International Standard Serial Number |
0889-3241 |
| 100 ## - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
A. N. Tarawneh |
| 9 (RLIN) |
881931 |
| 100 ## - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
A. M Alghossoon |
| 9 (RLIN) |
881932 |
| 100 ## - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
G. S. Almasabha |
| 9 (RLIN) |
881933 |
| 100 ## - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
O. S. Alajarmeh |
| 9 (RLIN) |
881934 |
| 100 ## - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
A. Manalo |
| 9 (RLIN) |
881935 |
| 100 ## - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
B. Benmokrane |
| 9 (RLIN) |
881936 |
| 100 ## - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
E. F. Saleh |
| 9 (RLIN) |
881937 |
| 245 ## - TITLE STATEMENT |
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| Title |
Modified Shear Design Model for Steel- and Fiber- Reinforced Polymer-Reinforced Concrete Beams |
| 300 ## - PHYSICAL DESCRIPTION |
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| Extent |
147-158 p. |
| 520 ## - SUMMARY, ETC. |
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| Summary, etc. |
This study proposes a unified shear design provision for slender steel- and fiber-reinforced polymer (FRP)-reinforced concrete (RC) members. The proposed model is a modification of the ACI 318-19 model to include the axial stiffness of the longitudinal reinforcement by introducing a new modification term, nc, representing the elastic modular ratio of the longitudinal reinforcement to the concrete. The new relation is Vc = (0.4 [nc ρfl]1/3 λ s√fcꞌ + Nu/[6Ag])bwd. The unified shear model was assessed with five experimental data sets: FRP-RC beams without shear reinforcement (288 beams), steel-RC beams without shear reinforcement (759 beams), FRP-RC beams with shear reinforcement (56 beams), steel-RC beams with shear reinforcement (157 beams), and steel-RC beams with axial force (prestressed) but without shear reinforcement (209 beams). The unified shear model provided better performance than the ACI 318-19 and ACI CODE-440.11-22 provisions in terms of mean, coefficient of variation, standard deviation (SD), and absolute average error (AAE). The unified model also showed improved performance over a wider range of material properties. In addition, reliability analysis using Monte Carlo simulation indicated that the unified shear model provides a consistent satisfactory safety level with a reliability index between 3.5 and 4.0 for both steel- and FRP-RC members. The reliability index provided by the unified model is similar to the reliability index provided by the ACI 318-19 shear provision. In contrast, the ACI CODE-440.11-22 results in highly conservative estimates with a reliability index between 4.5 and 5.0. |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
ACI 440 |
| 9 (RLIN) |
881938 |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
Axial Stiffness |
| 9 (RLIN) |
172603 |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
Code Evaluation |
| 9 (RLIN) |
881939 |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
Fiber-Reinforced Polymer (FRP)-Reinforced Concrete (RC) Beams |
| 9 (RLIN) |
881940 |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
Fiber-Reinforced Polymer (FRP) Reinforcement |
| 9 (RLIN) |
881941 |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
Reliability Analysis |
| 9 (RLIN) |
680121 |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
Shear Strength |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
Steel-Reinforced Concrete Beams |
| 9 (RLIN) |
881942 |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
Steel Reinforcement |
| 9 (RLIN) |
171049 |
| 773 0# - HOST ITEM ENTRY |
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| Place, publisher, and date of publication |
Farmington Hills,MI, U.S.A : American Concrete Institute |
| Title |
ACI Structural Journal |
| International Standard Serial Number |
08893241 |
| 856 ## - ELECTRONIC LOCATION AND ACCESS |
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| Uniform Resource Identifier |
<a href="DOI:10.14359/51739191">DOI:10.14359/51739191</a> |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
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| 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) |
