Diagonal Tensile Test on Masonry Panels Strengthened with Textile-Reinforced Mortar

This study presents the results of an experimental and numerical program carried out on unreinforced masonry panels strengthened by textile-reinforced mortar (TRM) plastering. For this purpose, five panels were constructed, instrumented and tested in diagonal shear mode. Two panels were tested as re...

Descripción completa

Guardado en:

Detalles Bibliográficos
Autores principales:	Dragoș Ungureanu, Nicolae Țăranu, Dan Alexandru Ghiga, Dorina Nicolina Isopescu, Petru Mihai, Ruxandra Cozmanciuc
Formato:	article
Lenguaje:	EN
Publicado:	MDPI AG 2021
Materias:	unreinforced masonry textile-reinforced mortar numerical and experimental study Technology T Electrical engineering. Electronics. Nuclear engineering TK1-9971 Engineering (General). Civil engineering (General) TA1-2040 Microscopy QH201-278.5 Descriptive and experimental mechanics QC120-168.85
Acceso en línea:	https://doaj.org/article/0629490c4b50490a9ebb3b5f9237e446
Etiquetas:	Agregar Etiqueta Sin Etiquetas, Sea el primero en etiquetar este registro!

id	oai:doaj.org-article:0629490c4b50490a9ebb3b5f9237e446
record_format	dspace
spelling	oai:doaj.org-article:0629490c4b50490a9ebb3b5f9237e4462021-11-25T18:15:50ZDiagonal Tensile Test on Masonry Panels Strengthened with Textile-Reinforced Mortar10.3390/ma142270211996-1944https://doaj.org/article/0629490c4b50490a9ebb3b5f9237e4462021-11-01T00:00:00Zhttps://www.mdpi.com/1996-1944/14/22/7021https://doaj.org/toc/1996-1944This study presents the results of an experimental and numerical program carried out on unreinforced masonry panels strengthened by textile-reinforced mortar (TRM) plastering. For this purpose, five panels were constructed, instrumented and tested in diagonal shear mode. Two panels were tested as reference. The first reference panel was left unstrengthened, while the second one was strengthened by a traditional self-supporting cement mortar matrix reinforced with steel meshes. The remaining three panels were strengthened by TRM plastering applied on one or both faces and connected with transversal composite anchors. The numerical and the experimental results evidenced a good effectiveness of the TRM systems, especially when applied on both panel facings.Dragoș UngureanuNicolae ȚăranuDan Alexandru GhigaDorina Nicolina IsopescuPetru MihaiRuxandra CozmanciucMDPI AGarticleunreinforced masonrytextile-reinforced mortarnumerical and experimental studyTechnologyTElectrical engineering. Electronics. Nuclear engineeringTK1-9971Engineering (General). Civil engineering (General)TA1-2040MicroscopyQH201-278.5Descriptive and experimental mechanicsQC120-168.85ENMaterials, Vol 14, Iss 7021, p 7021 (2021)
institution	DOAJ
collection	DOAJ
language	EN
topic	unreinforced masonry textile-reinforced mortar numerical and experimental study Technology T Electrical engineering. Electronics. Nuclear engineering TK1-9971 Engineering (General). Civil engineering (General) TA1-2040 Microscopy QH201-278.5 Descriptive and experimental mechanics QC120-168.85
spellingShingle	unreinforced masonry textile-reinforced mortar numerical and experimental study Technology T Electrical engineering. Electronics. Nuclear engineering TK1-9971 Engineering (General). Civil engineering (General) TA1-2040 Microscopy QH201-278.5 Descriptive and experimental mechanics QC120-168.85 Dragoș Ungureanu Nicolae Țăranu Dan Alexandru Ghiga Dorina Nicolina Isopescu Petru Mihai Ruxandra Cozmanciuc Diagonal Tensile Test on Masonry Panels Strengthened with Textile-Reinforced Mortar
description	This study presents the results of an experimental and numerical program carried out on unreinforced masonry panels strengthened by textile-reinforced mortar (TRM) plastering. For this purpose, five panels were constructed, instrumented and tested in diagonal shear mode. Two panels were tested as reference. The first reference panel was left unstrengthened, while the second one was strengthened by a traditional self-supporting cement mortar matrix reinforced with steel meshes. The remaining three panels were strengthened by TRM plastering applied on one or both faces and connected with transversal composite anchors. The numerical and the experimental results evidenced a good effectiveness of the TRM systems, especially when applied on both panel facings.
format	article
author	Dragoș Ungureanu Nicolae Țăranu Dan Alexandru Ghiga Dorina Nicolina Isopescu Petru Mihai Ruxandra Cozmanciuc
author_facet	Dragoș Ungureanu Nicolae Țăranu Dan Alexandru Ghiga Dorina Nicolina Isopescu Petru Mihai Ruxandra Cozmanciuc
author_sort	Dragoș Ungureanu
title	Diagonal Tensile Test on Masonry Panels Strengthened with Textile-Reinforced Mortar
title_short	Diagonal Tensile Test on Masonry Panels Strengthened with Textile-Reinforced Mortar
title_full	Diagonal Tensile Test on Masonry Panels Strengthened with Textile-Reinforced Mortar
title_fullStr	Diagonal Tensile Test on Masonry Panels Strengthened with Textile-Reinforced Mortar
title_full_unstemmed	Diagonal Tensile Test on Masonry Panels Strengthened with Textile-Reinforced Mortar
title_sort	diagonal tensile test on masonry panels strengthened with textile-reinforced mortar
publisher	MDPI AG
publishDate	2021
url	https://doaj.org/article/0629490c4b50490a9ebb3b5f9237e446
work_keys_str_mv	AT dragosungureanu diagonaltensiletestonmasonrypanelsstrengthenedwithtextilereinforcedmortar AT nicolaetaranu diagonaltensiletestonmasonrypanelsstrengthenedwithtextilereinforcedmortar AT danalexandrughiga diagonaltensiletestonmasonrypanelsstrengthenedwithtextilereinforcedmortar AT dorinanicolinaisopescu diagonaltensiletestonmasonrypanelsstrengthenedwithtextilereinforcedmortar AT petrumihai diagonaltensiletestonmasonrypanelsstrengthenedwithtextilereinforcedmortar AT ruxandracozmanciuc diagonaltensiletestonmasonrypanelsstrengthenedwithtextilereinforcedmortar
_version_	1718411360245645312

Diagonal Tensile Test on Masonry Panels Strengthened with Textile-Reinforced Mortar

Ejemplares similares