Experimental and numerical investigation of walls strengthened with fiber plaster
| dc.contributor.author | Başaran H. | |
| dc.contributor.author | Demir A. | |
| dc.contributor.author | Baʇci M. | |
| dc.contributor.author | Ergun S. | |
| dc.date.accessioned | 2025-04-10T11:09:43Z | |
| dc.date.available | 2025-04-10T11:09:43Z | |
| dc.date.issued | 2015 | |
| dc.description.abstract | The topic of this study is to investigate behaviors of masonry walls strengthened with reinforced fiber plaster under diagonal tensile loads. Full blend brick 100×50×30 mm in dimensions were used to make masonry walls with dimensions of 400×400×100 mm. Three different samples were manufactured by plastering masonry walls with traditional style, with 3% polypropylene or with 5% steel fiber. All the samples were tested using ASTM 1391- 81 standards. The propagation of damage on samples caused by diagonal tensile load was observed and load-displacement graphs were plotted for each sample. A finite element software (ABAQUS) was used to obtain numerical values for all samples and crack patterns and load-displacement responses were obtained. Experimental and numerical results were compared. Copyright © 2015 Techno-Press, Ltd. | |
| dc.identifier.DOI-ID | 10.12989/sem.2015.56.2.189 | |
| dc.identifier.uri | http://hdl.handle.net/20.500.14701/48947 | |
| dc.publisher | Techno-Press | |
| dc.title | Experimental and numerical investigation of walls strengthened with fiber plaster | |
| dc.type | Article |