Flexural Behavior and Benefits of Polypropylene Fiber-Reinforced Concrete for Concrete Pavement (Record no. 814255)
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| 000 -LEADER | |
|---|---|
| fixed length control field | 01826aab a2200229 4500 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 231007b20232023|||br||| |||| 00| 0 eng d |
| 022 ## - INTERNATIONAL STANDARD SERIAL NUMBER | |
| International Standard Serial Number | 0889-325x |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Sasaki, Tsuneji |
| 9 (RLIN) | 878546 |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Higashiyama, Hiroshi |
| 9 (RLIN) | 173930 |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Mizukoshi, Mutsumi |
| 9 (RLIN) | 878547 |
| 245 ## - TITLE STATEMENT | |
| Title | Flexural Behavior and Benefits of Polypropylene Fiber-Reinforced Concrete for Concrete Pavement |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | 219-230 p. |
| 520 ## - SUMMARY, ETC. | |
| Summary, etc. | Beam specimens of polypropylene fiber-reinforced concrete (PPFRC) with 1.3 vol. % having three different sizes, 100 x 100 x 400 mm, 150 x 150 x 530 mm, and 200 x 200 x 650 mm, were tested under four-point bending tests to investigate the flexural behavior (flexural and post-cracking strengths). The beam specimens were quarried from PPFRC slabs to evaluate the influence of the fiber orientation and distribution and the concrete casting and loading directions on the flexural behavior. The test results show that the difference in the fabrication methods of specimens considerably affected the flexural behavior. The flexural cracking strength was accompanied by the size effect and the post-cracking strength, significantly decreased when compared with standardized prism specimens; however, the post-cracking strength was not sensitive to the size effect. Furthermore, the pavement thickness of PPFRC was compared with that of plain concrete with the calculation using the post-cracking strength. |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Concrete Pavement |
| 9 (RLIN) | 878548 |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Flexural Strength |
| 9 (RLIN) | 169737 |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Pavement Thickness |
| 9 (RLIN) | 878549 |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Polypropylene Fiber-Reinforced Concrete (PPFRC) |
| 9 (RLIN) | 878550 |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Size Effect |
| 9 (RLIN) | 169391 |
| 773 0# - HOST ITEM ENTRY | |
| International Standard Serial Number | 0889325X |
| Title | ACI Materials Journal |
| Place, publisher, and date of publication | Detroit, U.S.A : American Concrete Institute |
| 856 ## - ELECTRONIC LOCATION AND ACCESS | |
| Uniform Resource Identifier | <a href="DOI:10.14359/51737294">DOI:10.14359/51737294</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. 120, No.1 (Jan.2023) | 07/10/2023 | Articles |