The Influence of α-Fe2O3 Nanoparticles on the Reinforced Concrete Beam–Column Joint Under Cyclic Loading
This paper investigates the application of one-pot hydrothermal synthesis of α-Fe 2 O 3 nanoparticles for the enhancement of beam–column joint strength and its effect under cyclic loading. The study focused on the analysis of the beam–column joint in a moment-resisting framed structure when the stru...
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| Veröffentlicht in: | Iranian journal of science and technology. Transactions of civil engineering 2022, Vol.46 (3), p.2201-2216 |
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| container_title | Iranian journal of science and technology. Transactions of civil engineering |
| container_volume | 46 |
| creator | Saha, Prasenjit Prasad, M. L. V. |
| description | This paper investigates the application of one-pot hydrothermal synthesis of α-Fe
2
O
3
nanoparticles for the enhancement of beam–column joint strength and its effect under cyclic loading. The study focused on the analysis of the beam–column joint in a moment-resisting framed structure when the structure is subjected to seismic loading. In this research, engineered cementitious composite using four different percentages of nano-Fe
2
O
3
material is explored. The main parameters considered for this analysis were hysteresis behaviour, envelope curve, stiffness degradation, failure modes and energy dissipation using conventional reinforcement detailing within the joint core. During the analysis, the behaviour of specimens with different percentages of nanomaterial is compared and briefly discussed. The optimum percentage of Fe
2
O
3
nanoparticles material was found to be 3%, beyond which engineering properties were declining. The development of a Fe
2
O
3
nanoparticles specimen improved the strength and energy absorption, which allows civil engineers to design beam–column joints having superior resistive properties towards seismic activities. |
| doi_str_mv | 10.1007/s40996-021-00794-6 |
| format | Article |
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2
O
3
nanoparticles for the enhancement of beam–column joint strength and its effect under cyclic loading. The study focused on the analysis of the beam–column joint in a moment-resisting framed structure when the structure is subjected to seismic loading. In this research, engineered cementitious composite using four different percentages of nano-Fe
2
O
3
material is explored. The main parameters considered for this analysis were hysteresis behaviour, envelope curve, stiffness degradation, failure modes and energy dissipation using conventional reinforcement detailing within the joint core. During the analysis, the behaviour of specimens with different percentages of nanomaterial is compared and briefly discussed. The optimum percentage of Fe
2
O
3
nanoparticles material was found to be 3%, beyond which engineering properties were declining. The development of a Fe
2
O
3
nanoparticles specimen improved the strength and energy absorption, which allows civil engineers to design beam–column joints having superior resistive properties towards seismic activities.</description><identifier>ISSN: 2228-6160</identifier><identifier>EISSN: 2364-1843</identifier><identifier>DOI: 10.1007/s40996-021-00794-6</identifier><language>eng</language><publisher>Cham: Springer International Publishing</publisher><subject>Beam-columns ; Civil Engineering ; Civil engineers ; Columnar structure ; Cyclic loads ; Earthquake loads ; Energy absorption ; Energy dissipation ; Engineering ; Envelope curves ; Failure analysis ; Failure modes ; Ferric oxide ; Frame structures ; Nanomaterials ; Nanoparticles ; Reinforced concrete ; Research Paper ; Seismic activity ; Stiffness</subject><ispartof>Iranian journal of science and technology. Transactions of civil engineering, 2022, Vol.46 (3), p.2201-2216</ispartof><rights>Shiraz University 2021</rights><rights>Shiraz University 2021.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c319t-4e5f10789e0790d72ffab64defdcf17c4da9363b4dfe1a754695234f155cb3be3</citedby><cites>FETCH-LOGICAL-c319t-4e5f10789e0790d72ffab64defdcf17c4da9363b4dfe1a754695234f155cb3be3</cites><orcidid>0000-0002-0449-8438</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/s40996-021-00794-6$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s40996-021-00794-6$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,776,780,27901,27902,41464,42533,51294</link.rule.ids></links><search><creatorcontrib>Saha, Prasenjit</creatorcontrib><creatorcontrib>Prasad, M. L. V.</creatorcontrib><title>The Influence of α-Fe2O3 Nanoparticles on the Reinforced Concrete Beam–Column Joint Under Cyclic Loading</title><title>Iranian journal of science and technology. Transactions of civil engineering</title><addtitle>Iran J Sci Technol Trans Civ Eng</addtitle><description>This paper investigates the application of one-pot hydrothermal synthesis of α-Fe
2
O
3
nanoparticles for the enhancement of beam–column joint strength and its effect under cyclic loading. The study focused on the analysis of the beam–column joint in a moment-resisting framed structure when the structure is subjected to seismic loading. In this research, engineered cementitious composite using four different percentages of nano-Fe
2
O
3
material is explored. The main parameters considered for this analysis were hysteresis behaviour, envelope curve, stiffness degradation, failure modes and energy dissipation using conventional reinforcement detailing within the joint core. During the analysis, the behaviour of specimens with different percentages of nanomaterial is compared and briefly discussed. The optimum percentage of Fe
2
O
3
nanoparticles material was found to be 3%, beyond which engineering properties were declining. The development of a Fe
2
O
3
nanoparticles specimen improved the strength and energy absorption, which allows civil engineers to design beam–column joints having superior resistive properties towards seismic activities.</description><subject>Beam-columns</subject><subject>Civil Engineering</subject><subject>Civil engineers</subject><subject>Columnar structure</subject><subject>Cyclic loads</subject><subject>Earthquake loads</subject><subject>Energy absorption</subject><subject>Energy dissipation</subject><subject>Engineering</subject><subject>Envelope curves</subject><subject>Failure analysis</subject><subject>Failure modes</subject><subject>Ferric oxide</subject><subject>Frame structures</subject><subject>Nanomaterials</subject><subject>Nanoparticles</subject><subject>Reinforced concrete</subject><subject>Research Paper</subject><subject>Seismic activity</subject><subject>Stiffness</subject><issn>2228-6160</issn><issn>2364-1843</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2022</creationdate><recordtype>article</recordtype><recordid>eNp9kE1OwzAQhSMEEhX0AqwssTb4L06yhIhCUUUl1K4t1xmXlNQudrrojjtwEi7CITgJhiKxYzUz0vfezLwsO6PkghJSXEZBqkpiwihOYyWwPMgGjEuBaSn4YeoZK7GkkhxnwxhXhBBKCk5kOcieZ0-Axs52W3AGkLfo4x2PgE05etDOb3ToW9NBRN6hPqGP0Drrg4EG1d6ZAD2ga9Drz9e32nfbtUP3vnU9mrsGAqp3pmsNmnjdtG55mh1Z3UUY_taTbD66mdV3eDK9HddXE2w4rXosILfpvrKC9AxpCmatXkjRgG2MpYURja645AvRWKC6yIWscsaFpXluFnwB_CQ73_tugn_ZQuzVym-DSysVk7JgosxFkSi2p0zwMQawahPatQ47RYn6zlXtc1UpV_WTq5JJxPeimGC3hPBn_Y_qCx3SfDU</recordid><startdate>2022</startdate><enddate>2022</enddate><creator>Saha, Prasenjit</creator><creator>Prasad, M. L. V.</creator><general>Springer International Publishing</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope><orcidid>https://orcid.org/0000-0002-0449-8438</orcidid></search><sort><creationdate>2022</creationdate><title>The Influence of α-Fe2O3 Nanoparticles on the Reinforced Concrete Beam–Column Joint Under Cyclic Loading</title><author>Saha, Prasenjit ; Prasad, M. L. V.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c319t-4e5f10789e0790d72ffab64defdcf17c4da9363b4dfe1a754695234f155cb3be3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2022</creationdate><topic>Beam-columns</topic><topic>Civil Engineering</topic><topic>Civil engineers</topic><topic>Columnar structure</topic><topic>Cyclic loads</topic><topic>Earthquake loads</topic><topic>Energy absorption</topic><topic>Energy dissipation</topic><topic>Engineering</topic><topic>Envelope curves</topic><topic>Failure analysis</topic><topic>Failure modes</topic><topic>Ferric oxide</topic><topic>Frame structures</topic><topic>Nanomaterials</topic><topic>Nanoparticles</topic><topic>Reinforced concrete</topic><topic>Research Paper</topic><topic>Seismic activity</topic><topic>Stiffness</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Saha, Prasenjit</creatorcontrib><creatorcontrib>Prasad, M. L. V.</creatorcontrib><collection>CrossRef</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Iranian journal of science and technology. Transactions of civil engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Saha, Prasenjit</au><au>Prasad, M. L. V.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>The Influence of α-Fe2O3 Nanoparticles on the Reinforced Concrete Beam–Column Joint Under Cyclic Loading</atitle><jtitle>Iranian journal of science and technology. Transactions of civil engineering</jtitle><stitle>Iran J Sci Technol Trans Civ Eng</stitle><date>2022</date><risdate>2022</risdate><volume>46</volume><issue>3</issue><spage>2201</spage><epage>2216</epage><pages>2201-2216</pages><issn>2228-6160</issn><eissn>2364-1843</eissn><abstract>This paper investigates the application of one-pot hydrothermal synthesis of α-Fe
2
O
3
nanoparticles for the enhancement of beam–column joint strength and its effect under cyclic loading. The study focused on the analysis of the beam–column joint in a moment-resisting framed structure when the structure is subjected to seismic loading. In this research, engineered cementitious composite using four different percentages of nano-Fe
2
O
3
material is explored. The main parameters considered for this analysis were hysteresis behaviour, envelope curve, stiffness degradation, failure modes and energy dissipation using conventional reinforcement detailing within the joint core. During the analysis, the behaviour of specimens with different percentages of nanomaterial is compared and briefly discussed. The optimum percentage of Fe
2
O
3
nanoparticles material was found to be 3%, beyond which engineering properties were declining. The development of a Fe
2
O
3
nanoparticles specimen improved the strength and energy absorption, which allows civil engineers to design beam–column joints having superior resistive properties towards seismic activities.</abstract><cop>Cham</cop><pub>Springer International Publishing</pub><doi>10.1007/s40996-021-00794-6</doi><tpages>16</tpages><orcidid>https://orcid.org/0000-0002-0449-8438</orcidid></addata></record> |
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| identifier | ISSN: 2228-6160 |
| ispartof | Iranian journal of science and technology. Transactions of civil engineering, 2022, Vol.46 (3), p.2201-2216 |
| issn | 2228-6160 2364-1843 |
| language | eng |
| recordid | cdi_proquest_journals_2667248547 |
| source | Springer Online Journals Complete |
| subjects | Beam-columns Civil Engineering Civil engineers Columnar structure Cyclic loads Earthquake loads Energy absorption Energy dissipation Engineering Envelope curves Failure analysis Failure modes Ferric oxide Frame structures Nanomaterials Nanoparticles Reinforced concrete Research Paper Seismic activity Stiffness |
| title | The Influence of α-Fe2O3 Nanoparticles on the Reinforced Concrete Beam–Column Joint Under Cyclic Loading |
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