Compressive strength of heterogeneous masonry walls containing blends of brick types
Abstract The study presents a systematic approach for the evaluation of the compression strength of masonry walls composed of heterogeneous mixes of different types of blocks. First of all, the mechanics of a compressed heterogeneous masonry stack is investigated through a series of experimental tes...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Benedetti, Andrea [verfasserIn] |
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| Format: |
Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2022 |
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| Schlagwörter: |
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| Anmerkung: |
© The Author(s) 2022 |
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| Übergeordnetes Werk: |
Enthalten in: Materials and structures - Springer Netherlands, 1985, 55(2022), 2 vom: 24. Feb. |
|---|---|
| Übergeordnetes Werk: |
volume:55 ; year:2022 ; number:2 ; day:24 ; month:02 |
| Links: |
|---|
| DOI / URN: |
10.1617/s11527-022-01912-0 |
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| Katalog-ID: |
OLC2078128007 |
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| 520 | |a Abstract The study presents a systematic approach for the evaluation of the compression strength of masonry walls composed of heterogeneous mixes of different types of blocks. First of all, the mechanics of a compressed heterogeneous masonry stack is investigated through a series of experimental tests and Finite Element models, then it is reviewed and discussed. Then, the problem of deriving the necessary material parameters entering the Hilsdorf formula is addressed. Solutions for the correct evaluation of the lacking data are presented based on the existing literature data. Finally, the well-known Hilsdorf formula is extended to the field of block blends with different mechanical properties. A deep experimental investigation on stacks and wallets made with fired clay, limestone and sandstone blocks is introduced for the first time. The comparison of the experimental data with the proposed theory points out the very good predictive capability of the extended Hilsdorf formula derived herein. | ||
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10.1617/s11527-022-01912-0 doi (DE-627)OLC2078128007 (DE-He213)s11527-022-01912-0-p DE-627 ger DE-627 rakwb eng 690 VZ Benedetti, Andrea verfasserin (orcid)0000-0002-7279-8002 aut Compressive strength of heterogeneous masonry walls containing blends of brick types 2022 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © The Author(s) 2022 Abstract The study presents a systematic approach for the evaluation of the compression strength of masonry walls composed of heterogeneous mixes of different types of blocks. First of all, the mechanics of a compressed heterogeneous masonry stack is investigated through a series of experimental tests and Finite Element models, then it is reviewed and discussed. Then, the problem of deriving the necessary material parameters entering the Hilsdorf formula is addressed. Solutions for the correct evaluation of the lacking data are presented based on the existing literature data. Finally, the well-known Hilsdorf formula is extended to the field of block blends with different mechanical properties. A deep experimental investigation on stacks and wallets made with fired clay, limestone and sandstone blocks is introduced for the first time. The comparison of the experimental data with the proposed theory points out the very good predictive capability of the extended Hilsdorf formula derived herein. Masonry Brick blends Compressive strength Hilsdorf formula Poisson ratio Mohr–Coulomb plasticity Tarozzi, Mirco aut Enthalten in Materials and structures Springer Netherlands, 1985 55(2022), 2 vom: 24. Feb. (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:55 year:2022 number:2 day:24 month:02 https://doi.org/10.1617/s11527-022-01912-0 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_20 GBV_ILN_2016 AR 55 2022 2 24 02 |
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10.1617/s11527-022-01912-0 doi (DE-627)OLC2078128007 (DE-He213)s11527-022-01912-0-p DE-627 ger DE-627 rakwb eng 690 VZ Benedetti, Andrea verfasserin (orcid)0000-0002-7279-8002 aut Compressive strength of heterogeneous masonry walls containing blends of brick types 2022 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © The Author(s) 2022 Abstract The study presents a systematic approach for the evaluation of the compression strength of masonry walls composed of heterogeneous mixes of different types of blocks. First of all, the mechanics of a compressed heterogeneous masonry stack is investigated through a series of experimental tests and Finite Element models, then it is reviewed and discussed. Then, the problem of deriving the necessary material parameters entering the Hilsdorf formula is addressed. Solutions for the correct evaluation of the lacking data are presented based on the existing literature data. Finally, the well-known Hilsdorf formula is extended to the field of block blends with different mechanical properties. A deep experimental investigation on stacks and wallets made with fired clay, limestone and sandstone blocks is introduced for the first time. The comparison of the experimental data with the proposed theory points out the very good predictive capability of the extended Hilsdorf formula derived herein. Masonry Brick blends Compressive strength Hilsdorf formula Poisson ratio Mohr–Coulomb plasticity Tarozzi, Mirco aut Enthalten in Materials and structures Springer Netherlands, 1985 55(2022), 2 vom: 24. Feb. (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:55 year:2022 number:2 day:24 month:02 https://doi.org/10.1617/s11527-022-01912-0 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_20 GBV_ILN_2016 AR 55 2022 2 24 02 |
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10.1617/s11527-022-01912-0 doi (DE-627)OLC2078128007 (DE-He213)s11527-022-01912-0-p DE-627 ger DE-627 rakwb eng 690 VZ Benedetti, Andrea verfasserin (orcid)0000-0002-7279-8002 aut Compressive strength of heterogeneous masonry walls containing blends of brick types 2022 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © The Author(s) 2022 Abstract The study presents a systematic approach for the evaluation of the compression strength of masonry walls composed of heterogeneous mixes of different types of blocks. First of all, the mechanics of a compressed heterogeneous masonry stack is investigated through a series of experimental tests and Finite Element models, then it is reviewed and discussed. Then, the problem of deriving the necessary material parameters entering the Hilsdorf formula is addressed. Solutions for the correct evaluation of the lacking data are presented based on the existing literature data. Finally, the well-known Hilsdorf formula is extended to the field of block blends with different mechanical properties. A deep experimental investigation on stacks and wallets made with fired clay, limestone and sandstone blocks is introduced for the first time. The comparison of the experimental data with the proposed theory points out the very good predictive capability of the extended Hilsdorf formula derived herein. Masonry Brick blends Compressive strength Hilsdorf formula Poisson ratio Mohr–Coulomb plasticity Tarozzi, Mirco aut Enthalten in Materials and structures Springer Netherlands, 1985 55(2022), 2 vom: 24. Feb. (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:55 year:2022 number:2 day:24 month:02 https://doi.org/10.1617/s11527-022-01912-0 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_20 GBV_ILN_2016 AR 55 2022 2 24 02 |
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10.1617/s11527-022-01912-0 doi (DE-627)OLC2078128007 (DE-He213)s11527-022-01912-0-p DE-627 ger DE-627 rakwb eng 690 VZ Benedetti, Andrea verfasserin (orcid)0000-0002-7279-8002 aut Compressive strength of heterogeneous masonry walls containing blends of brick types 2022 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © The Author(s) 2022 Abstract The study presents a systematic approach for the evaluation of the compression strength of masonry walls composed of heterogeneous mixes of different types of blocks. First of all, the mechanics of a compressed heterogeneous masonry stack is investigated through a series of experimental tests and Finite Element models, then it is reviewed and discussed. Then, the problem of deriving the necessary material parameters entering the Hilsdorf formula is addressed. Solutions for the correct evaluation of the lacking data are presented based on the existing literature data. Finally, the well-known Hilsdorf formula is extended to the field of block blends with different mechanical properties. A deep experimental investigation on stacks and wallets made with fired clay, limestone and sandstone blocks is introduced for the first time. The comparison of the experimental data with the proposed theory points out the very good predictive capability of the extended Hilsdorf formula derived herein. Masonry Brick blends Compressive strength Hilsdorf formula Poisson ratio Mohr–Coulomb plasticity Tarozzi, Mirco aut Enthalten in Materials and structures Springer Netherlands, 1985 55(2022), 2 vom: 24. Feb. (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:55 year:2022 number:2 day:24 month:02 https://doi.org/10.1617/s11527-022-01912-0 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_20 GBV_ILN_2016 AR 55 2022 2 24 02 |
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10.1617/s11527-022-01912-0 doi (DE-627)OLC2078128007 (DE-He213)s11527-022-01912-0-p DE-627 ger DE-627 rakwb eng 690 VZ Benedetti, Andrea verfasserin (orcid)0000-0002-7279-8002 aut Compressive strength of heterogeneous masonry walls containing blends of brick types 2022 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © The Author(s) 2022 Abstract The study presents a systematic approach for the evaluation of the compression strength of masonry walls composed of heterogeneous mixes of different types of blocks. First of all, the mechanics of a compressed heterogeneous masonry stack is investigated through a series of experimental tests and Finite Element models, then it is reviewed and discussed. Then, the problem of deriving the necessary material parameters entering the Hilsdorf formula is addressed. Solutions for the correct evaluation of the lacking data are presented based on the existing literature data. Finally, the well-known Hilsdorf formula is extended to the field of block blends with different mechanical properties. A deep experimental investigation on stacks and wallets made with fired clay, limestone and sandstone blocks is introduced for the first time. The comparison of the experimental data with the proposed theory points out the very good predictive capability of the extended Hilsdorf formula derived herein. Masonry Brick blends Compressive strength Hilsdorf formula Poisson ratio Mohr–Coulomb plasticity Tarozzi, Mirco aut Enthalten in Materials and structures Springer Netherlands, 1985 55(2022), 2 vom: 24. Feb. (DE-627)12938240X (DE-600)165630-2 (DE-576)014768240 1359-5997 nnns volume:55 year:2022 number:2 day:24 month:02 https://doi.org/10.1617/s11527-022-01912-0 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_20 GBV_ILN_2016 AR 55 2022 2 24 02 |
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Abstract The study presents a systematic approach for the evaluation of the compression strength of masonry walls composed of heterogeneous mixes of different types of blocks. First of all, the mechanics of a compressed heterogeneous masonry stack is investigated through a series of experimental tests and Finite Element models, then it is reviewed and discussed. Then, the problem of deriving the necessary material parameters entering the Hilsdorf formula is addressed. Solutions for the correct evaluation of the lacking data are presented based on the existing literature data. Finally, the well-known Hilsdorf formula is extended to the field of block blends with different mechanical properties. A deep experimental investigation on stacks and wallets made with fired clay, limestone and sandstone blocks is introduced for the first time. The comparison of the experimental data with the proposed theory points out the very good predictive capability of the extended Hilsdorf formula derived herein. © The Author(s) 2022 |
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Abstract The study presents a systematic approach for the evaluation of the compression strength of masonry walls composed of heterogeneous mixes of different types of blocks. First of all, the mechanics of a compressed heterogeneous masonry stack is investigated through a series of experimental tests and Finite Element models, then it is reviewed and discussed. Then, the problem of deriving the necessary material parameters entering the Hilsdorf formula is addressed. Solutions for the correct evaluation of the lacking data are presented based on the existing literature data. Finally, the well-known Hilsdorf formula is extended to the field of block blends with different mechanical properties. A deep experimental investigation on stacks and wallets made with fired clay, limestone and sandstone blocks is introduced for the first time. The comparison of the experimental data with the proposed theory points out the very good predictive capability of the extended Hilsdorf formula derived herein. © The Author(s) 2022 |
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Abstract The study presents a systematic approach for the evaluation of the compression strength of masonry walls composed of heterogeneous mixes of different types of blocks. First of all, the mechanics of a compressed heterogeneous masonry stack is investigated through a series of experimental tests and Finite Element models, then it is reviewed and discussed. Then, the problem of deriving the necessary material parameters entering the Hilsdorf formula is addressed. Solutions for the correct evaluation of the lacking data are presented based on the existing literature data. Finally, the well-known Hilsdorf formula is extended to the field of block blends with different mechanical properties. A deep experimental investigation on stacks and wallets made with fired clay, limestone and sandstone blocks is introduced for the first time. The comparison of the experimental data with the proposed theory points out the very good predictive capability of the extended Hilsdorf formula derived herein. © The Author(s) 2022 |
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<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">OLC2078128007</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230506003524.0</controlfield><controlfield tag="007">tu</controlfield><controlfield tag="008">221220s2022 xx ||||| 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1617/s11527-022-01912-0</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)OLC2078128007</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-He213)s11527-022-01912-0-p</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">690</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Benedetti, Andrea</subfield><subfield code="e">verfasserin</subfield><subfield code="0">(orcid)0000-0002-7279-8002</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Compressive strength of heterogeneous masonry walls containing blends of brick types</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2022</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">ohne Hilfsmittel zu benutzen</subfield><subfield code="b">n</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Band</subfield><subfield code="b">nc</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">© The Author(s) 2022</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract The study presents a systematic approach for the evaluation of the compression strength of masonry walls composed of heterogeneous mixes of different types of blocks. First of all, the mechanics of a compressed heterogeneous masonry stack is investigated through a series of experimental tests and Finite Element models, then it is reviewed and discussed. Then, the problem of deriving the necessary material parameters entering the Hilsdorf formula is addressed. Solutions for the correct evaluation of the lacking data are presented based on the existing literature data. Finally, the well-known Hilsdorf formula is extended to the field of block blends with different mechanical properties. A deep experimental investigation on stacks and wallets made with fired clay, limestone and sandstone blocks is introduced for the first time. The comparison of the experimental data with the proposed theory points out the very good predictive capability of the extended Hilsdorf formula derived herein.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Masonry</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Brick blends</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Compressive strength</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Hilsdorf formula</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Poisson ratio</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Mohr–Coulomb plasticity</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Tarozzi, Mirco</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Materials and structures</subfield><subfield code="d">Springer Netherlands, 1985</subfield><subfield code="g">55(2022), 2 vom: 24. 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