Study on axial compression bearing capacity of in-sulated sandwich concrete wall with embedded columns
An insulated sandwich concrete wall with embedded columns (ISCW-EC) is proposed by introducing horizontal reinforcements and cold formed steel embedded columns to the traditional insulated sandwich concrete wall. Axial compression load tests were performed on two full-scale specimens with different...
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Published in | Advances in structural engineering Vol. 26; no. 4; pp. 785 - 805 |
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Main Authors | , , , , , |
Format | Journal Article |
Language | English |
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London, England
SAGE Publications
01.03.2023
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Abstract | An insulated sandwich concrete wall with embedded columns (ISCW-EC) is proposed by introducing horizontal reinforcements and cold formed steel embedded columns to the traditional insulated sandwich concrete wall. Axial compression load tests were performed on two full-scale specimens with different horizontal reinforcement spacings to investigate the failure mode of ISCW-EC. The failure patterns of both specimens are the same: splitting cracks present at the bottom of specimen and local buckling occurs at the bottom of the embedded column. The test results show that the specimen with smaller horizontal reinforcement spacing has smaller cracking load, lower secant stiffness, lower ductility and higher compression bearing capacity. Based on the test results, refined finite element models were established to perform a multi-parameter analysis in which the influences of horizontal reinforcement spacing, embedded column spacing, concrete strength and steel wire diameter are studied. The multi-parameter analysis results show that the increase of concrete strength and wire diameter improve the axial compression bearing capacity while the increase of the horizontal reinforcement spacing and embedded column spacing reduce it. Finally, the calculation formula of axial compression capacity of ISCW-EC is put forward based on both test and finite element analysis results. |
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AbstractList | An insulated sandwich concrete wall with embedded columns (ISCW-EC) is proposed by introducing horizontal reinforcements and cold formed steel embedded columns to the traditional insulated sandwich concrete wall. Axial compression load tests were performed on two full-scale specimens with different horizontal reinforcement spacings to investigate the failure mode of ISCW-EC. The failure patterns of both specimens are the same: splitting cracks present at the bottom of specimen and local buckling occurs at the bottom of the embedded column. The test results show that the specimen with smaller horizontal reinforcement spacing has smaller cracking load, lower secant stiffness, lower ductility and higher compression bearing capacity. Based on the test results, refined finite element models were established to perform a multi-parameter analysis in which the influences of horizontal reinforcement spacing, embedded column spacing, concrete strength and steel wire diameter are studied. The multi-parameter analysis results show that the increase of concrete strength and wire diameter improve the axial compression bearing capacity while the increase of the horizontal reinforcement spacing and embedded column spacing reduce it. Finally, the calculation formula of axial compression capacity of ISCW-EC is put forward based on both test and finite element analysis results. |
Author | Meng, Lijun Yuan, Jiaxu Qiao, Wentao Wang, Dong Yuan, Jiawei Tian, Wenyu |
Author_xml | – sequence: 1 givenname: Wentao orcidid: 0000-0003-0624-0008 surname: Qiao fullname: Qiao, Wentao organization: , Beijing, China – sequence: 2 givenname: Wenyu surname: Tian fullname: Tian, Wenyu organization: , Beijing, China – sequence: 3 givenname: Jiaxu surname: Yuan fullname: Yuan, Jiaxu organization: , Beijing, China – sequence: 4 givenname: Dong surname: Wang fullname: Wang, Dong organization: , Beijing, China – sequence: 5 givenname: Jiawei surname: Yuan fullname: Yuan, Jiawei organization: , Beijing, China – sequence: 6 givenname: Lijun surname: Meng fullname: Meng, Lijun organization: , Beijing, China |
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Cites_doi | 10.1016/j.compstruct.2018.11.087 10.1016/j.engstruct.2011.12.027 10.15554/pcij56.2-06 10.1016/j.jobe.2021.102165 10.1016/j.conbuildmat.2018.03.143 10.1061/9780784481011.017 10.1016/j.conbuildmat.2005.12.011 10.1016/j.enbuild.2005.11.014 10.1016/j.istruc.2020.10.029 10.1016/j.jobe.2020.101926 10.1016/j.engstruct.2021.112018 10.3390/ma8030899 10.1016/j.conbuildmat.2019.117145 10.1016/j.conbuildmat.2015.07.169 10.1002/tal.1551 10.1061/(ASCE)ST.1943-541X.0001560 10.1016/j.jcsr.2020.106067 10.1016/j.enbuild.2018.01.070 10.1016/j.enbuild.2014.05.022 10.4028/www.scientific.net/AMR.335-336.1107 |
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