Mechanical response of solid clay brickwork under eccentric loading. Part I: Unreinforced masonry
Abstract The compressive strength of eccentrically loaded masonry, affecting the strength of arches, vaults, pillars and out-of-plane loaded masonry panels, is addressed in this paper both from the experimental and numerical point of view. The aim is that of relating the eccentric compressive streng...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Brencich, A. [verfasserIn] |
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| Format: |
Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2005 |
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| Schlagwörter: |
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| Anmerkung: |
© RILEM 2004 |
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| Übergeordnetes Werk: |
Enthalten in: Materials and structures - Kluwer Academic Publishers, 1985, 38(2005), 2 vom: März, Seite 257-266 |
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volume:38 ; year:2005 ; number:2 ; month:03 ; pages:257-266 |
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10.1007/BF02479351 |
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| 520 | |a Abstract The compressive strength of eccentrically loaded masonry, affecting the strength of arches, vaults, pillars and out-of-plane loaded masonry panels, is addressed in this paper both from the experimental and numerical point of view. The aim is that of relating the eccentric compressive strength to the concentric value, to the mechanical characteristics of the constituents,i.e. mortar and bricks, and to the brickwork bond. In the paper, displacement controlled compression tests on solid clay brick and cement-lime mortar masonry prisms, under concentric and moderate-to-highly eccentric loading, are presented and discussed. The experimental outcomes and the results of FEM models give a preliminary insight in the mechanical response of masonry up to collapse. It is found that edge effects may affect the load carrying capacity of the brickwork, while detailed measurements on the mortar joints show that the plane section assumption, typical of many design procedures, is reasonably verified up to the limit load, giving was to simplified but reliable design procedures. | ||
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10.1007/BF02479351 doi (DE-627)OLC2086908636 (DE-He213)BF02479351-p DE-627 ger DE-627 rakwb eng 690 VZ Brencich, A. verfasserin aut Mechanical response of solid clay brickwork under eccentric loading. Part I: Unreinforced masonry 2005 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 2004 Abstract The compressive strength of eccentrically loaded masonry, affecting the strength of arches, vaults, pillars and out-of-plane loaded masonry panels, is addressed in this paper both from the experimental and numerical point of view. The aim is that of relating the eccentric compressive strength to the concentric value, to the mechanical characteristics of the constituents,i.e. mortar and bricks, and to the brickwork bond. In the paper, displacement controlled compression tests on solid clay brick and cement-lime mortar masonry prisms, under concentric and moderate-to-highly eccentric loading, are presented and discussed. The experimental outcomes and the results of FEM models give a preliminary insight in the mechanical response of masonry up to collapse. It is found that edge effects may affect the load carrying capacity of the brickwork, while detailed measurements on the mortar joints show that the plane section assumption, typical of many design procedures, is reasonably verified up to the limit load, giving was to simplified but reliable design procedures. Compressive Strength Limit Load Brick Masonry Eccentric Loading Mortar Joint Gambarotta, L. aut Enthalten in Materials and structures Kluwer Academic Publishers, 1985 38(2005), 2 vom: März, Seite 257-266 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:38 year:2005 number:2 month:03 pages:257-266 https://doi.org/10.1007/BF02479351 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_23 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4316 GBV_ILN_4700 AR 38 2005 2 03 257-266 |
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10.1007/BF02479351 doi (DE-627)OLC2086908636 (DE-He213)BF02479351-p DE-627 ger DE-627 rakwb eng 690 VZ Brencich, A. verfasserin aut Mechanical response of solid clay brickwork under eccentric loading. Part I: Unreinforced masonry 2005 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 2004 Abstract The compressive strength of eccentrically loaded masonry, affecting the strength of arches, vaults, pillars and out-of-plane loaded masonry panels, is addressed in this paper both from the experimental and numerical point of view. The aim is that of relating the eccentric compressive strength to the concentric value, to the mechanical characteristics of the constituents,i.e. mortar and bricks, and to the brickwork bond. In the paper, displacement controlled compression tests on solid clay brick and cement-lime mortar masonry prisms, under concentric and moderate-to-highly eccentric loading, are presented and discussed. The experimental outcomes and the results of FEM models give a preliminary insight in the mechanical response of masonry up to collapse. It is found that edge effects may affect the load carrying capacity of the brickwork, while detailed measurements on the mortar joints show that the plane section assumption, typical of many design procedures, is reasonably verified up to the limit load, giving was to simplified but reliable design procedures. Compressive Strength Limit Load Brick Masonry Eccentric Loading Mortar Joint Gambarotta, L. aut Enthalten in Materials and structures Kluwer Academic Publishers, 1985 38(2005), 2 vom: März, Seite 257-266 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:38 year:2005 number:2 month:03 pages:257-266 https://doi.org/10.1007/BF02479351 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_23 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4316 GBV_ILN_4700 AR 38 2005 2 03 257-266 |
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10.1007/BF02479351 doi (DE-627)OLC2086908636 (DE-He213)BF02479351-p DE-627 ger DE-627 rakwb eng 690 VZ Brencich, A. verfasserin aut Mechanical response of solid clay brickwork under eccentric loading. Part I: Unreinforced masonry 2005 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 2004 Abstract The compressive strength of eccentrically loaded masonry, affecting the strength of arches, vaults, pillars and out-of-plane loaded masonry panels, is addressed in this paper both from the experimental and numerical point of view. The aim is that of relating the eccentric compressive strength to the concentric value, to the mechanical characteristics of the constituents,i.e. mortar and bricks, and to the brickwork bond. In the paper, displacement controlled compression tests on solid clay brick and cement-lime mortar masonry prisms, under concentric and moderate-to-highly eccentric loading, are presented and discussed. The experimental outcomes and the results of FEM models give a preliminary insight in the mechanical response of masonry up to collapse. It is found that edge effects may affect the load carrying capacity of the brickwork, while detailed measurements on the mortar joints show that the plane section assumption, typical of many design procedures, is reasonably verified up to the limit load, giving was to simplified but reliable design procedures. Compressive Strength Limit Load Brick Masonry Eccentric Loading Mortar Joint Gambarotta, L. aut Enthalten in Materials and structures Kluwer Academic Publishers, 1985 38(2005), 2 vom: März, Seite 257-266 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:38 year:2005 number:2 month:03 pages:257-266 https://doi.org/10.1007/BF02479351 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_23 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4316 GBV_ILN_4700 AR 38 2005 2 03 257-266 |
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10.1007/BF02479351 doi (DE-627)OLC2086908636 (DE-He213)BF02479351-p DE-627 ger DE-627 rakwb eng 690 VZ Brencich, A. verfasserin aut Mechanical response of solid clay brickwork under eccentric loading. Part I: Unreinforced masonry 2005 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 2004 Abstract The compressive strength of eccentrically loaded masonry, affecting the strength of arches, vaults, pillars and out-of-plane loaded masonry panels, is addressed in this paper both from the experimental and numerical point of view. The aim is that of relating the eccentric compressive strength to the concentric value, to the mechanical characteristics of the constituents,i.e. mortar and bricks, and to the brickwork bond. In the paper, displacement controlled compression tests on solid clay brick and cement-lime mortar masonry prisms, under concentric and moderate-to-highly eccentric loading, are presented and discussed. The experimental outcomes and the results of FEM models give a preliminary insight in the mechanical response of masonry up to collapse. It is found that edge effects may affect the load carrying capacity of the brickwork, while detailed measurements on the mortar joints show that the plane section assumption, typical of many design procedures, is reasonably verified up to the limit load, giving was to simplified but reliable design procedures. Compressive Strength Limit Load Brick Masonry Eccentric Loading Mortar Joint Gambarotta, L. aut Enthalten in Materials and structures Kluwer Academic Publishers, 1985 38(2005), 2 vom: März, Seite 257-266 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:38 year:2005 number:2 month:03 pages:257-266 https://doi.org/10.1007/BF02479351 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_23 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4316 GBV_ILN_4700 AR 38 2005 2 03 257-266 |
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10.1007/BF02479351 doi (DE-627)OLC2086908636 (DE-He213)BF02479351-p DE-627 ger DE-627 rakwb eng 690 VZ Brencich, A. verfasserin aut Mechanical response of solid clay brickwork under eccentric loading. Part I: Unreinforced masonry 2005 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © RILEM 2004 Abstract The compressive strength of eccentrically loaded masonry, affecting the strength of arches, vaults, pillars and out-of-plane loaded masonry panels, is addressed in this paper both from the experimental and numerical point of view. The aim is that of relating the eccentric compressive strength to the concentric value, to the mechanical characteristics of the constituents,i.e. mortar and bricks, and to the brickwork bond. In the paper, displacement controlled compression tests on solid clay brick and cement-lime mortar masonry prisms, under concentric and moderate-to-highly eccentric loading, are presented and discussed. The experimental outcomes and the results of FEM models give a preliminary insight in the mechanical response of masonry up to collapse. It is found that edge effects may affect the load carrying capacity of the brickwork, while detailed measurements on the mortar joints show that the plane section assumption, typical of many design procedures, is reasonably verified up to the limit load, giving was to simplified but reliable design procedures. Compressive Strength Limit Load Brick Masonry Eccentric Loading Mortar Joint Gambarotta, L. aut Enthalten in Materials and structures Kluwer Academic Publishers, 1985 38(2005), 2 vom: März, Seite 257-266 (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:38 year:2005 number:2 month:03 pages:257-266 https://doi.org/10.1007/BF02479351 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_23 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2016 GBV_ILN_2057 GBV_ILN_4046 GBV_ILN_4316 GBV_ILN_4700 AR 38 2005 2 03 257-266 |
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Mechanical response of solid clay brickwork under eccentric loading. Part I: Unreinforced masonry |
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Abstract The compressive strength of eccentrically loaded masonry, affecting the strength of arches, vaults, pillars and out-of-plane loaded masonry panels, is addressed in this paper both from the experimental and numerical point of view. The aim is that of relating the eccentric compressive strength to the concentric value, to the mechanical characteristics of the constituents,i.e. mortar and bricks, and to the brickwork bond. In the paper, displacement controlled compression tests on solid clay brick and cement-lime mortar masonry prisms, under concentric and moderate-to-highly eccentric loading, are presented and discussed. The experimental outcomes and the results of FEM models give a preliminary insight in the mechanical response of masonry up to collapse. It is found that edge effects may affect the load carrying capacity of the brickwork, while detailed measurements on the mortar joints show that the plane section assumption, typical of many design procedures, is reasonably verified up to the limit load, giving was to simplified but reliable design procedures. © RILEM 2004 |
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Abstract The compressive strength of eccentrically loaded masonry, affecting the strength of arches, vaults, pillars and out-of-plane loaded masonry panels, is addressed in this paper both from the experimental and numerical point of view. The aim is that of relating the eccentric compressive strength to the concentric value, to the mechanical characteristics of the constituents,i.e. mortar and bricks, and to the brickwork bond. In the paper, displacement controlled compression tests on solid clay brick and cement-lime mortar masonry prisms, under concentric and moderate-to-highly eccentric loading, are presented and discussed. The experimental outcomes and the results of FEM models give a preliminary insight in the mechanical response of masonry up to collapse. It is found that edge effects may affect the load carrying capacity of the brickwork, while detailed measurements on the mortar joints show that the plane section assumption, typical of many design procedures, is reasonably verified up to the limit load, giving was to simplified but reliable design procedures. © RILEM 2004 |
| abstract_unstemmed |
Abstract The compressive strength of eccentrically loaded masonry, affecting the strength of arches, vaults, pillars and out-of-plane loaded masonry panels, is addressed in this paper both from the experimental and numerical point of view. The aim is that of relating the eccentric compressive strength to the concentric value, to the mechanical characteristics of the constituents,i.e. mortar and bricks, and to the brickwork bond. In the paper, displacement controlled compression tests on solid clay brick and cement-lime mortar masonry prisms, under concentric and moderate-to-highly eccentric loading, are presented and discussed. The experimental outcomes and the results of FEM models give a preliminary insight in the mechanical response of masonry up to collapse. It is found that edge effects may affect the load carrying capacity of the brickwork, while detailed measurements on the mortar joints show that the plane section assumption, typical of many design procedures, is reasonably verified up to the limit load, giving was to simplified but reliable design procedures. © RILEM 2004 |
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Mechanical response of solid clay brickwork under eccentric loading. Part I: Unreinforced masonry |
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