Beam-Column Joint Retrofitting Using Basalt Fiber- Reinforced Polymer Grid and Cementitious Matrixes (Record no. 815156)
[ view plain ]
| 000 -LEADER | |
|---|---|
| fixed length control field | 02108aab a2200229 4500 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 240424b20242024|||br||| |||| 00| 0 eng d |
| 022 ## - INTERNATIONAL STANDARD SERIAL NUMBER | |
| International Standard Serial Number | 0889-3241 |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Chhoung Lim |
| 9 (RLIN) | 881924 |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Yeongseok Jeong |
| 9 (RLIN) | 881925 |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Minho Kwon |
| 9 (RLIN) | 881926 |
| 245 ## - TITLE STATEMENT | |
| Title | Beam-Column Joint Retrofitting Using Basalt Fiber- Reinforced Polymer Grid and Cementitious Matrixes |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | 133-146 p. |
| 520 ## - SUMMARY, ETC. | |
| Summary, etc. | This paper focuses on retrofitting reinforced concrete (RC) beamcolumn joints using a new method—namely, fabric-reinforced cementitious matrix (FRCM). This method is expected to be a substitute for externally bonded FRP, as it works better in a moist and flammable environment. In this study, basalt fiber-reinforced polymer (BFRP) grids were used as reinforcement and highstrength mortar and engineered cementitious composites (ECCs) were used as a cementitious matrix. ECC is ductile and good for crack distribution. High-strength mortar is good for its high compressive strength, applicability, shrinkage resistance, lack of pores, and high bonding strength. The retrofitted specimens were originally fabricated by taking out the concrete cover around the joint area, and it was filled back by the cementitious matrix to make up the original dimension using two different retrofitting types. As a result, the overall performances of the retrofitted specimens were improved regarding failure level, ductility, energy dissipation, strength, and stiffness degradation. The working mechanism of the retrofitted specimen tended to change as the stress concentration also attempted to shift from joint to beam for the ECC specimen. |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Basalt Fiber-Reinforced Polymer (BFRP) Grid |
| 9 (RLIN) | 881927 |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Engineered Cementitious Composite (ECC) |
| 9 (RLIN) | 878466 |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Fabric-Reinforced Cementitious Matrix (FRCM) |
| 9 (RLIN) | 881928 |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | High-Strength Mortar |
| 9 (RLIN) | 881929 |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Joint Failure |
| 9 (RLIN) | 881930 |
| 773 0# - HOST ITEM ENTRY | |
| 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 | |
| Uniform Resource Identifier | <a href="DOI:10.14359/51739190">DOI:10.14359/51739190</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.121, No.1 (January 2024) | 24/04/2024 | Articles |