Mechanical Characterization and Creep Behavior of a Stone Heritage Material Used in Granada (Spain): Santa Pudia Calcarenite
Santa Pudia calcarenite was one of the most commonly used building materials in the construction of historical buildings in the city of Granada (Spain). As a result, Santa Pudia calcarenite has been mainly studied from a petrographical point of view in previous works. In this work, the mechanical pr...
Gespeichert in:
| Veröffentlicht in: | Rock mechanics and rock engineering 2022-09, Vol.55 (9), p.5659-5669 |
|---|---|
| Hauptverfasser: | , , |
| Format: | Artikel |
| Sprache: | eng |
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | 5669 |
|---|---|
| container_issue | 9 |
| container_start_page | 5659 |
| container_title | Rock mechanics and rock engineering |
| container_volume | 55 |
| creator | Gil-Martín, Luisa María Fernández-Ruiz, Manuel Alejandro Hernández-Montes, Enrique |
| description | Santa Pudia calcarenite was one of the most commonly used building materials in the construction of historical buildings in the city of Granada (Spain). As a result, Santa Pudia calcarenite has been mainly studied from a petrographical point of view in previous works. In this work, the mechanical properties of Santa Pudia calcarenite are studied. The main mechanical properties (compressive strength, elastic modulus and Poisson’s ratio) were determined using the corresponding tests. Samples of Santa Pudia calcarenite were heated at 550 °C to study the effect of high temperatures on its compressive strength. Two different cooling methods were considered: air-cooling and water-cooling. Stress–strain curves of heated and non-heated samples were obtained from uniaxial compression tests. Creep is of great importance in the long-term structural assessment of historical buildings. To study the creep behaviour of Santa Pudia calcarenite, samples were subjected to uniaxial compressive tests at constant stress until the stabilization of the recorded strains was reached. Different rheological models were adjusted to the experimental results to simulate the long-term behaviour of the material studied. The instantaneous response to additional loadings on the samples (maintaining the long-term loading and deformation) were also studied. Results show that a Santa Pudia calcarenite specimen subjected to dead loads will suffer a higher instantaneous deformation against a sudden load than a non-preloaded specimen. This degradation effect can be particularly important in the case of a seismic evaluation of historical buildings.
Highlights
The mechanical properties of Santa Pudia Calcarenite (SPC) are studied.
The effect of high temperatures on the compressive strength of SPC is studied.
Creep is of great importance in the long-term structural assessment of historical buildings.
The creep behaviour of SPC is studied and different rheological models have been considered. |
| doi_str_mv | 10.1007/s00603-022-02946-0 |
| format | Article |
| fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_journals_2702664386</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>2702664386</sourcerecordid><originalsourceid>FETCH-LOGICAL-c363t-3350d854bc13fea58d9f7bc49c5beef04f3b62e6b65a15272ba3dac6117197be3</originalsourceid><addsrcrecordid>eNp9kE1Lw0AQhhdRsFb_gKcFL3qI7keySb1p0FZoUagFb8tkM2m31E3dTQXFH-_WCt48DHOY530HHkJOObvkjOVXgTHFZMKEiDNIVcL2SI-nMk3STL7skx7LhUyEkuKQHIWwZCwe86JHviZoFuCsgRUtF-DBdOjtJ3S2dRRcTUuPuKa3uIB323raNhTotGsd0lEEO5gjncA2EwtmAWtqHR16cFADPZ-uwbqLazoF1wF92tQWaAkrAx6d7fCYHDSwCnjyu_tkdn_3XI6S8ePwobwZJ0Yq2SVSZqwusrQyXDYIWVEPmrwy6cBkFWLD0kZWSqCqVAY8E7moQNZgFOc5H-QVyj452_Wuffu2wdDpZbvxLr7UImdCqVQWKlJiRxnfhuCx0WtvX8F_aM701rLeWdbRsv6xrFkMyV0oRNjN0f9V_5P6BvDdf9w</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2702664386</pqid></control><display><type>article</type><title>Mechanical Characterization and Creep Behavior of a Stone Heritage Material Used in Granada (Spain): Santa Pudia Calcarenite</title><source>SpringerLink (Online service)</source><creator>Gil-Martín, Luisa María ; Fernández-Ruiz, Manuel Alejandro ; Hernández-Montes, Enrique</creator><creatorcontrib>Gil-Martín, Luisa María ; Fernández-Ruiz, Manuel Alejandro ; Hernández-Montes, Enrique</creatorcontrib><description>Santa Pudia calcarenite was one of the most commonly used building materials in the construction of historical buildings in the city of Granada (Spain). As a result, Santa Pudia calcarenite has been mainly studied from a petrographical point of view in previous works. In this work, the mechanical properties of Santa Pudia calcarenite are studied. The main mechanical properties (compressive strength, elastic modulus and Poisson’s ratio) were determined using the corresponding tests. Samples of Santa Pudia calcarenite were heated at 550 °C to study the effect of high temperatures on its compressive strength. Two different cooling methods were considered: air-cooling and water-cooling. Stress–strain curves of heated and non-heated samples were obtained from uniaxial compression tests. Creep is of great importance in the long-term structural assessment of historical buildings. To study the creep behaviour of Santa Pudia calcarenite, samples were subjected to uniaxial compressive tests at constant stress until the stabilization of the recorded strains was reached. Different rheological models were adjusted to the experimental results to simulate the long-term behaviour of the material studied. The instantaneous response to additional loadings on the samples (maintaining the long-term loading and deformation) were also studied. Results show that a Santa Pudia calcarenite specimen subjected to dead loads will suffer a higher instantaneous deformation against a sudden load than a non-preloaded specimen. This degradation effect can be particularly important in the case of a seismic evaluation of historical buildings.
Highlights
The mechanical properties of Santa Pudia Calcarenite (SPC) are studied.
The effect of high temperatures on the compressive strength of SPC is studied.
Creep is of great importance in the long-term structural assessment of historical buildings.
The creep behaviour of SPC is studied and different rheological models have been considered.</description><identifier>ISSN: 0723-2632</identifier><identifier>EISSN: 1434-453X</identifier><identifier>DOI: 10.1007/s00603-022-02946-0</identifier><language>eng</language><publisher>Vienna: Springer Vienna</publisher><subject>Building materials ; Calcarenite ; Civil Engineering ; Cold flow ; Compression ; Compression tests ; Compressive properties ; Compressive strength ; Construction ; Construction materials ; Cooling ; Creep (materials) ; Dead loads ; Deformation ; Earth and Environmental Science ; Earth Sciences ; Elastic properties ; Geophysics/Geodesy ; High temperature ; High temperature effects ; Historic buildings & sites ; Historical buildings ; Mechanical properties ; Modulus of elasticity ; Original Paper ; Poisson's ratio ; Rheological properties ; Rheology ; Seismic analysis ; Solifluction ; Static loads ; Stress-strain curves ; Stress-strain relations ; Tests</subject><ispartof>Rock mechanics and rock engineering, 2022-09, Vol.55 (9), p.5659-5669</ispartof><rights>The Author(s) 2022</rights><rights>The Author(s) 2022. This work is published under http://creativecommons.org/licenses/by/4.0/ (the “License”). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c363t-3350d854bc13fea58d9f7bc49c5beef04f3b62e6b65a15272ba3dac6117197be3</citedby><cites>FETCH-LOGICAL-c363t-3350d854bc13fea58d9f7bc49c5beef04f3b62e6b65a15272ba3dac6117197be3</cites><orcidid>0000-0001-9950-2761</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1007/s00603-022-02946-0$$EPDF$$P50$$Gspringer$$Hfree_for_read</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s00603-022-02946-0$$EHTML$$P50$$Gspringer$$Hfree_for_read</linktohtml><link.rule.ids>314,776,780,27901,27902,41464,42533,51294</link.rule.ids></links><search><creatorcontrib>Gil-Martín, Luisa María</creatorcontrib><creatorcontrib>Fernández-Ruiz, Manuel Alejandro</creatorcontrib><creatorcontrib>Hernández-Montes, Enrique</creatorcontrib><title>Mechanical Characterization and Creep Behavior of a Stone Heritage Material Used in Granada (Spain): Santa Pudia Calcarenite</title><title>Rock mechanics and rock engineering</title><addtitle>Rock Mech Rock Eng</addtitle><description>Santa Pudia calcarenite was one of the most commonly used building materials in the construction of historical buildings in the city of Granada (Spain). As a result, Santa Pudia calcarenite has been mainly studied from a petrographical point of view in previous works. In this work, the mechanical properties of Santa Pudia calcarenite are studied. The main mechanical properties (compressive strength, elastic modulus and Poisson’s ratio) were determined using the corresponding tests. Samples of Santa Pudia calcarenite were heated at 550 °C to study the effect of high temperatures on its compressive strength. Two different cooling methods were considered: air-cooling and water-cooling. Stress–strain curves of heated and non-heated samples were obtained from uniaxial compression tests. Creep is of great importance in the long-term structural assessment of historical buildings. To study the creep behaviour of Santa Pudia calcarenite, samples were subjected to uniaxial compressive tests at constant stress until the stabilization of the recorded strains was reached. Different rheological models were adjusted to the experimental results to simulate the long-term behaviour of the material studied. The instantaneous response to additional loadings on the samples (maintaining the long-term loading and deformation) were also studied. Results show that a Santa Pudia calcarenite specimen subjected to dead loads will suffer a higher instantaneous deformation against a sudden load than a non-preloaded specimen. This degradation effect can be particularly important in the case of a seismic evaluation of historical buildings.
Highlights
The mechanical properties of Santa Pudia Calcarenite (SPC) are studied.
The effect of high temperatures on the compressive strength of SPC is studied.
Creep is of great importance in the long-term structural assessment of historical buildings.
The creep behaviour of SPC is studied and different rheological models have been considered.</description><subject>Building materials</subject><subject>Calcarenite</subject><subject>Civil Engineering</subject><subject>Cold flow</subject><subject>Compression</subject><subject>Compression tests</subject><subject>Compressive properties</subject><subject>Compressive strength</subject><subject>Construction</subject><subject>Construction materials</subject><subject>Cooling</subject><subject>Creep (materials)</subject><subject>Dead loads</subject><subject>Deformation</subject><subject>Earth and Environmental Science</subject><subject>Earth Sciences</subject><subject>Elastic properties</subject><subject>Geophysics/Geodesy</subject><subject>High temperature</subject><subject>High temperature effects</subject><subject>Historic buildings & sites</subject><subject>Historical buildings</subject><subject>Mechanical properties</subject><subject>Modulus of elasticity</subject><subject>Original Paper</subject><subject>Poisson's ratio</subject><subject>Rheological properties</subject><subject>Rheology</subject><subject>Seismic analysis</subject><subject>Solifluction</subject><subject>Static loads</subject><subject>Stress-strain curves</subject><subject>Stress-strain relations</subject><subject>Tests</subject><issn>0723-2632</issn><issn>1434-453X</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2022</creationdate><recordtype>article</recordtype><sourceid>C6C</sourceid><sourceid>BENPR</sourceid><recordid>eNp9kE1Lw0AQhhdRsFb_gKcFL3qI7keySb1p0FZoUagFb8tkM2m31E3dTQXFH-_WCt48DHOY530HHkJOObvkjOVXgTHFZMKEiDNIVcL2SI-nMk3STL7skx7LhUyEkuKQHIWwZCwe86JHviZoFuCsgRUtF-DBdOjtJ3S2dRRcTUuPuKa3uIB323raNhTotGsd0lEEO5gjncA2EwtmAWtqHR16cFADPZ-uwbqLazoF1wF92tQWaAkrAx6d7fCYHDSwCnjyu_tkdn_3XI6S8ePwobwZJ0Yq2SVSZqwusrQyXDYIWVEPmrwy6cBkFWLD0kZWSqCqVAY8E7moQNZgFOc5H-QVyj452_Wuffu2wdDpZbvxLr7UImdCqVQWKlJiRxnfhuCx0WtvX8F_aM701rLeWdbRsv6xrFkMyV0oRNjN0f9V_5P6BvDdf9w</recordid><startdate>20220901</startdate><enddate>20220901</enddate><creator>Gil-Martín, Luisa María</creator><creator>Fernández-Ruiz, Manuel Alejandro</creator><creator>Hernández-Montes, Enrique</creator><general>Springer Vienna</general><general>Springer Nature B.V</general><scope>C6C</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>3V.</scope><scope>7TN</scope><scope>7UA</scope><scope>7XB</scope><scope>88I</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>8FK</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AEUYN</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>BHPHI</scope><scope>BKSAR</scope><scope>C1K</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>F1W</scope><scope>FR3</scope><scope>GNUQQ</scope><scope>H96</scope><scope>HCIFZ</scope><scope>KR7</scope><scope>L.G</scope><scope>L6V</scope><scope>M2P</scope><scope>M7S</scope><scope>PCBAR</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PTHSS</scope><scope>Q9U</scope><orcidid>https://orcid.org/0000-0001-9950-2761</orcidid></search><sort><creationdate>20220901</creationdate><title>Mechanical Characterization and Creep Behavior of a Stone Heritage Material Used in Granada (Spain): Santa Pudia Calcarenite</title><author>Gil-Martín, Luisa María ; Fernández-Ruiz, Manuel Alejandro ; Hernández-Montes, Enrique</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c363t-3350d854bc13fea58d9f7bc49c5beef04f3b62e6b65a15272ba3dac6117197be3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2022</creationdate><topic>Building materials</topic><topic>Calcarenite</topic><topic>Civil Engineering</topic><topic>Cold flow</topic><topic>Compression</topic><topic>Compression tests</topic><topic>Compressive properties</topic><topic>Compressive strength</topic><topic>Construction</topic><topic>Construction materials</topic><topic>Cooling</topic><topic>Creep (materials)</topic><topic>Dead loads</topic><topic>Deformation</topic><topic>Earth and Environmental Science</topic><topic>Earth Sciences</topic><topic>Elastic properties</topic><topic>Geophysics/Geodesy</topic><topic>High temperature</topic><topic>High temperature effects</topic><topic>Historic buildings & sites</topic><topic>Historical buildings</topic><topic>Mechanical properties</topic><topic>Modulus of elasticity</topic><topic>Original Paper</topic><topic>Poisson's ratio</topic><topic>Rheological properties</topic><topic>Rheology</topic><topic>Seismic analysis</topic><topic>Solifluction</topic><topic>Static loads</topic><topic>Stress-strain curves</topic><topic>Stress-strain relations</topic><topic>Tests</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Gil-Martín, Luisa María</creatorcontrib><creatorcontrib>Fernández-Ruiz, Manuel Alejandro</creatorcontrib><creatorcontrib>Hernández-Montes, Enrique</creatorcontrib><collection>Springer Nature OA Free Journals</collection><collection>CrossRef</collection><collection>ProQuest Central (Corporate)</collection><collection>Oceanic Abstracts</collection><collection>Water Resources Abstracts</collection><collection>ProQuest Central (purchase pre-March 2016)</collection><collection>Science Database (Alumni Edition)</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>ProQuest Central (Alumni) (purchase pre-March 2016)</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central (Alumni)</collection><collection>ProQuest One Sustainability</collection><collection>ProQuest Central UK/Ireland</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>ProQuest Natural Science Collection</collection><collection>Earth, Atmospheric & Aquatic Science Collection</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Engineering Research Database</collection><collection>ProQuest Central Student</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>SciTech Premium Collection</collection><collection>Civil Engineering Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>ProQuest Engineering Collection</collection><collection>Science Database (ProQuest)</collection><collection>ProQuest Engineering Database</collection><collection>ProQuest Earth, Atmospheric & Aquatic Science Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>Engineering collection</collection><collection>ProQuest Central Basic</collection><jtitle>Rock mechanics and rock engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Gil-Martín, Luisa María</au><au>Fernández-Ruiz, Manuel Alejandro</au><au>Hernández-Montes, Enrique</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Mechanical Characterization and Creep Behavior of a Stone Heritage Material Used in Granada (Spain): Santa Pudia Calcarenite</atitle><jtitle>Rock mechanics and rock engineering</jtitle><stitle>Rock Mech Rock Eng</stitle><date>2022-09-01</date><risdate>2022</risdate><volume>55</volume><issue>9</issue><spage>5659</spage><epage>5669</epage><pages>5659-5669</pages><issn>0723-2632</issn><eissn>1434-453X</eissn><abstract>Santa Pudia calcarenite was one of the most commonly used building materials in the construction of historical buildings in the city of Granada (Spain). As a result, Santa Pudia calcarenite has been mainly studied from a petrographical point of view in previous works. In this work, the mechanical properties of Santa Pudia calcarenite are studied. The main mechanical properties (compressive strength, elastic modulus and Poisson’s ratio) were determined using the corresponding tests. Samples of Santa Pudia calcarenite were heated at 550 °C to study the effect of high temperatures on its compressive strength. Two different cooling methods were considered: air-cooling and water-cooling. Stress–strain curves of heated and non-heated samples were obtained from uniaxial compression tests. Creep is of great importance in the long-term structural assessment of historical buildings. To study the creep behaviour of Santa Pudia calcarenite, samples were subjected to uniaxial compressive tests at constant stress until the stabilization of the recorded strains was reached. Different rheological models were adjusted to the experimental results to simulate the long-term behaviour of the material studied. The instantaneous response to additional loadings on the samples (maintaining the long-term loading and deformation) were also studied. Results show that a Santa Pudia calcarenite specimen subjected to dead loads will suffer a higher instantaneous deformation against a sudden load than a non-preloaded specimen. This degradation effect can be particularly important in the case of a seismic evaluation of historical buildings.
Highlights
The mechanical properties of Santa Pudia Calcarenite (SPC) are studied.
The effect of high temperatures on the compressive strength of SPC is studied.
Creep is of great importance in the long-term structural assessment of historical buildings.
The creep behaviour of SPC is studied and different rheological models have been considered.</abstract><cop>Vienna</cop><pub>Springer Vienna</pub><doi>10.1007/s00603-022-02946-0</doi><tpages>11</tpages><orcidid>https://orcid.org/0000-0001-9950-2761</orcidid><oa>free_for_read</oa></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 0723-2632 |
| ispartof | Rock mechanics and rock engineering, 2022-09, Vol.55 (9), p.5659-5669 |
| issn | 0723-2632 1434-453X |
| language | eng |
| recordid | cdi_proquest_journals_2702664386 |
| source | SpringerLink (Online service) |
| subjects | Building materials Calcarenite Civil Engineering Cold flow Compression Compression tests Compressive properties Compressive strength Construction Construction materials Cooling Creep (materials) Dead loads Deformation Earth and Environmental Science Earth Sciences Elastic properties Geophysics/Geodesy High temperature High temperature effects Historic buildings & sites Historical buildings Mechanical properties Modulus of elasticity Original Paper Poisson's ratio Rheological properties Rheology Seismic analysis Solifluction Static loads Stress-strain curves Stress-strain relations Tests |
| title | Mechanical Characterization and Creep Behavior of a Stone Heritage Material Used in Granada (Spain): Santa Pudia Calcarenite |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-29T08%3A15%3A57IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Mechanical%20Characterization%20and%20Creep%20Behavior%20of%20a%20Stone%20Heritage%20Material%20Used%20in%20Granada%20(Spain):%20Santa%20Pudia%20Calcarenite&rft.jtitle=Rock%20mechanics%20and%20rock%20engineering&rft.au=Gil-Mart%C3%ADn,%20Luisa%20Mar%C3%ADa&rft.date=2022-09-01&rft.volume=55&rft.issue=9&rft.spage=5659&rft.epage=5669&rft.pages=5659-5669&rft.issn=0723-2632&rft.eissn=1434-453X&rft_id=info:doi/10.1007/s00603-022-02946-0&rft_dat=%3Cproquest_cross%3E2702664386%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=2702664386&rft_id=info:pmid/&rfr_iscdi=true |