MARC details
| 000 -LEADER |
|---|
| fixed length control field |
00595nab|a22002177a|4500 |
| 001 - CONTROL NUMBER |
|---|
| control field |
63935 |
| 003 - CONTROL NUMBER IDENTIFIER |
|---|
| control field |
MX-TxCIM |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
|---|
| control field |
20210719143605.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
|---|
| fixed length control field |
201106s2021||||xxk|||p|op||||00||0|eng|d |
| 022 ## - INTERNATIONAL STANDARD SERIAL NUMBER |
|---|
| International Standard Serial Number |
2214-5095 |
| 024 8# - OTHER STANDARD IDENTIFIER |
|---|
| Standard number or code |
https://doi.org/10.1016/j.cscm.2021.e00604 |
| 040 ## - CATALOGING SOURCE |
|---|
| Original cataloging agency |
MX-TxCIM |
| 041 ## - LANGUAGE CODE |
|---|
| Language code of text/sound track or separate title |
eng |
| 100 1# - MAIN ENTRY--PERSONAL NAME |
|---|
| Personal name |
El-Sayed, T.A. |
| 9 (RLIN) |
21192 |
| 245 10 - TITLE STATEMENT |
|---|
| Title |
Flexural behavior of ultra-high performance geopolymer RC beams reinforced with GFRP bars |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT) |
|---|
| Place of publication, distribution, etc. |
Netherlands : |
| Name of publisher, distributor, etc. |
Elsevier, |
| Date of publication, distribution, etc. |
2021. |
| 500 ## - GENERAL NOTE |
|---|
| General note |
Peer review |
| 500 ## - GENERAL NOTE |
|---|
| General note |
Open Access |
| 520 ## - SUMMARY, ETC. |
|---|
| Summary, etc. |
Geopolymer concrete (GPC) reinforced with glass fiber reinforced polymer (GFRP) bars can give a good structure system with high durability and strength. So, this research was described the flexural behavior of the geopolymer Ultra-high-performance concrete (UHPC) beams. Also, the impact of UHPC reinforced with glass fiber reinforced polymer (GFRP) bars was studied. For this purpose, (eight) UHP geopolymer RC beams was studied. Four High Strength Concrete (HSC) beams and another four in UHPC were reinforced using GFRP with different ratios. The Results exhibited increasing the first crack load and ultimate load carrying capacity. GPC beams showed a smaller deflection increase at the same ultimate load. GPC beams reinforced with GFRP bars documented a higher crack width compared with control. Using GFRP bars in reinforcement improved the concrete defection, the patterns of cracks, cracks number of and the failure mode. A non-linear analysis using Ansys 2019-R1 was conducted to validate the experimental results for each beam. Results showed well agreement between experimental results and analytical ones. |
| 546 ## - LANGUAGE NOTE |
|---|
| Language note |
Text in English |
| 650 #7 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name as entry element |
Concrete |
| Source of heading or term |
AGROVOC |
| 9 (RLIN) |
21193 |
| 650 #7 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name as entry element |
Wheat straw |
| Source of heading or term |
AGROVOC |
| 9 (RLIN) |
12238 |
| 650 #7 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name as entry element |
Structures |
| Source of heading or term |
AGROVOC |
| 9 (RLIN) |
18463 |
| 700 1# - ADDED ENTRY--PERSONAL NAME |
|---|
| Personal name |
Algash, Y.A. |
| 9 (RLIN) |
21194 |
| 773 0# - HOST ITEM ENTRY |
|---|
| Related parts |
v. 15, e00604 |
| Place, publisher, and date of publication |
Netherlands : Elsevier, 2021. |
| International Standard Serial Number |
2214-5095 |
| Title |
Case Studies in Construction Materials |
| 856 4# - ELECTRONIC LOCATION AND ACCESS |
|---|
| Uniform Resource Identifier |
https://doi.org/10.1016/j.cscm.2021.e00604 |
| Link text |
Click here to access online |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
|---|
| Koha item type |
Article |
| Suppress in OPAC |
No |
| Source of classification or shelving scheme |
Dewey Decimal Classification |