Experimental analysis and mathematical modeling of fracture in RC elements with any aspect ratio
[Display omitted] ► It is proposed a model for RC elements of arbitrary aspect ratio. ► The model is based on concepts of classic fracture and continuum damage mechanics. ► The model considers independent variables that measure the degree of shear and flexural damage separately. ► Experimental analy...
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| Veröffentlicht in: | Engineering structures 2013-01, Vol.46, p.407-416 |
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| container_title | Engineering structures |
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| creator | Perdomo, María Elena Picón, Ricardo Marante, María Eugenia Hild, François Roux, Stephan Flórez-López, Julio |
| description | [Display omitted]
► It is proposed a model for RC elements of arbitrary aspect ratio. ► The model is based on concepts of classic fracture and continuum damage mechanics. ► The model considers independent variables that measure the degree of shear and flexural damage separately. ► Experimental analyses with digital image correlation technique are presented.
In this paper, it is proposed a new model of the behavior of elements of arbitrary aspect ratio. The model allows for the analysis of large and complex structures and it is based on concepts of classic fracture mechanics and continuum damage mechanics. The model considers independent variables that measure the degree of shear and flexural damage separately.
This paper also presents an experimental analysis of the behavior of RC elements with the use of digital image correlation technique which allows for the classification and quantification of the different failure mechanisms in a much better way than the classic procedures. |
| doi_str_mv | 10.1016/j.engstruct.2012.07.005 |
| format | Article |
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► It is proposed a model for RC elements of arbitrary aspect ratio. ► The model is based on concepts of classic fracture and continuum damage mechanics. ► The model considers independent variables that measure the degree of shear and flexural damage separately. ► Experimental analyses with digital image correlation technique are presented.
In this paper, it is proposed a new model of the behavior of elements of arbitrary aspect ratio. The model allows for the analysis of large and complex structures and it is based on concepts of classic fracture mechanics and continuum damage mechanics. The model considers independent variables that measure the degree of shear and flexural damage separately.
This paper also presents an experimental analysis of the behavior of RC elements with the use of digital image correlation technique which allows for the classification and quantification of the different failure mechanisms in a much better way than the classic procedures.</description><identifier>ISSN: 0141-0296</identifier><identifier>EISSN: 1873-7323</identifier><identifier>DOI: 10.1016/j.engstruct.2012.07.005</identifier><identifier>CODEN: ENSTDF</identifier><language>eng</language><publisher>Kidlington: Elsevier Ltd</publisher><subject>Applied sciences ; Aspect ratio ; Building failures (cracks, physical changes, etc.) ; Building structure ; Buildings. Public works ; Classification ; Computation methods. Tables. Charts ; Construction (buildings and works) ; Continuum damage mechanics ; Damage mechanics ; Digital ; Durability. Pathology. Repairing. Maintenance ; Engineering Sciences ; Exact sciences and technology ; Experimental analysis ; Flexural damage ; Fracture mechanics ; Mathematical models ; Mechanics ; Mechanics of materials ; Numerical analysis ; Physics ; Reinforced concrete ; Reinforced concrete elements ; Reinforced concrete structure ; Shear damage ; Structural analysis. Stresses</subject><ispartof>Engineering structures, 2013-01, Vol.46, p.407-416</ispartof><rights>2012 Elsevier Ltd</rights><rights>2014 INIST-CNRS</rights><rights>Distributed under a Creative Commons Attribution 4.0 International License</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c461t-dd6719ed0ebe5a84613d91485d8d8ff37e0fe04def30698073ab4faf42f1e7a53</citedby><cites>FETCH-LOGICAL-c461t-dd6719ed0ebe5a84613d91485d8d8ff37e0fe04def30698073ab4faf42f1e7a53</cites><orcidid>0000-0001-5553-0066 ; 0000-0003-4885-6732</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://dx.doi.org/10.1016/j.engstruct.2012.07.005$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>230,314,780,784,885,3550,4024,27923,27924,27925,45995</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=26748150$$DView record in Pascal Francis$$Hfree_for_read</backlink><backlink>$$Uhttps://hal.science/hal-00733122$$DView record in HAL$$Hfree_for_read</backlink></links><search><creatorcontrib>Perdomo, María Elena</creatorcontrib><creatorcontrib>Picón, Ricardo</creatorcontrib><creatorcontrib>Marante, María Eugenia</creatorcontrib><creatorcontrib>Hild, François</creatorcontrib><creatorcontrib>Roux, Stephan</creatorcontrib><creatorcontrib>Flórez-López, Julio</creatorcontrib><title>Experimental analysis and mathematical modeling of fracture in RC elements with any aspect ratio</title><title>Engineering structures</title><description>[Display omitted]
► It is proposed a model for RC elements of arbitrary aspect ratio. ► The model is based on concepts of classic fracture and continuum damage mechanics. ► The model considers independent variables that measure the degree of shear and flexural damage separately. ► Experimental analyses with digital image correlation technique are presented.
In this paper, it is proposed a new model of the behavior of elements of arbitrary aspect ratio. The model allows for the analysis of large and complex structures and it is based on concepts of classic fracture mechanics and continuum damage mechanics. The model considers independent variables that measure the degree of shear and flexural damage separately.
This paper also presents an experimental analysis of the behavior of RC elements with the use of digital image correlation technique which allows for the classification and quantification of the different failure mechanisms in a much better way than the classic procedures.</description><subject>Applied sciences</subject><subject>Aspect ratio</subject><subject>Building failures (cracks, physical changes, etc.)</subject><subject>Building structure</subject><subject>Buildings. Public works</subject><subject>Classification</subject><subject>Computation methods. Tables. Charts</subject><subject>Construction (buildings and works)</subject><subject>Continuum damage mechanics</subject><subject>Damage mechanics</subject><subject>Digital</subject><subject>Durability. Pathology. Repairing. Maintenance</subject><subject>Engineering Sciences</subject><subject>Exact sciences and technology</subject><subject>Experimental analysis</subject><subject>Flexural damage</subject><subject>Fracture mechanics</subject><subject>Mathematical models</subject><subject>Mechanics</subject><subject>Mechanics of materials</subject><subject>Numerical analysis</subject><subject>Physics</subject><subject>Reinforced concrete</subject><subject>Reinforced concrete elements</subject><subject>Reinforced concrete structure</subject><subject>Shear damage</subject><subject>Structural analysis. 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Public works</topic><topic>Classification</topic><topic>Computation methods. Tables. Charts</topic><topic>Construction (buildings and works)</topic><topic>Continuum damage mechanics</topic><topic>Damage mechanics</topic><topic>Digital</topic><topic>Durability. Pathology. Repairing. Maintenance</topic><topic>Engineering Sciences</topic><topic>Exact sciences and technology</topic><topic>Experimental analysis</topic><topic>Flexural damage</topic><topic>Fracture mechanics</topic><topic>Mathematical models</topic><topic>Mechanics</topic><topic>Mechanics of materials</topic><topic>Numerical analysis</topic><topic>Physics</topic><topic>Reinforced concrete</topic><topic>Reinforced concrete elements</topic><topic>Reinforced concrete structure</topic><topic>Shear damage</topic><topic>Structural analysis. Stresses</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Perdomo, María Elena</creatorcontrib><creatorcontrib>Picón, Ricardo</creatorcontrib><creatorcontrib>Marante, María Eugenia</creatorcontrib><creatorcontrib>Hild, François</creatorcontrib><creatorcontrib>Roux, Stephan</creatorcontrib><creatorcontrib>Flórez-López, Julio</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><collection>Hyper Article en Ligne (HAL)</collection><collection>Hyper Article en Ligne (HAL) (Open Access)</collection><jtitle>Engineering structures</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Perdomo, María Elena</au><au>Picón, Ricardo</au><au>Marante, María Eugenia</au><au>Hild, François</au><au>Roux, Stephan</au><au>Flórez-López, Julio</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Experimental analysis and mathematical modeling of fracture in RC elements with any aspect ratio</atitle><jtitle>Engineering structures</jtitle><date>2013-01</date><risdate>2013</risdate><volume>46</volume><spage>407</spage><epage>416</epage><pages>407-416</pages><issn>0141-0296</issn><eissn>1873-7323</eissn><coden>ENSTDF</coden><abstract>[Display omitted]
► It is proposed a model for RC elements of arbitrary aspect ratio. ► The model is based on concepts of classic fracture and continuum damage mechanics. ► The model considers independent variables that measure the degree of shear and flexural damage separately. ► Experimental analyses with digital image correlation technique are presented.
In this paper, it is proposed a new model of the behavior of elements of arbitrary aspect ratio. The model allows for the analysis of large and complex structures and it is based on concepts of classic fracture mechanics and continuum damage mechanics. The model considers independent variables that measure the degree of shear and flexural damage separately.
This paper also presents an experimental analysis of the behavior of RC elements with the use of digital image correlation technique which allows for the classification and quantification of the different failure mechanisms in a much better way than the classic procedures.</abstract><cop>Kidlington</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.engstruct.2012.07.005</doi><tpages>10</tpages><orcidid>https://orcid.org/0000-0001-5553-0066</orcidid><orcidid>https://orcid.org/0000-0003-4885-6732</orcidid><oa>free_for_read</oa></addata></record> |
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| subjects | Applied sciences Aspect ratio Building failures (cracks, physical changes, etc.) Building structure Buildings. Public works Classification Computation methods. Tables. Charts Construction (buildings and works) Continuum damage mechanics Damage mechanics Digital Durability. Pathology. Repairing. Maintenance Engineering Sciences Exact sciences and technology Experimental analysis Flexural damage Fracture mechanics Mathematical models Mechanics Mechanics of materials Numerical analysis Physics Reinforced concrete Reinforced concrete elements Reinforced concrete structure Shear damage Structural analysis. Stresses |
| title | Experimental analysis and mathematical modeling of fracture in RC elements with any aspect ratio |
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