Modelling In-plane Shear in Partially Reinforced Concrete Masonry

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dc.contributor.advisorShrive, Nigel
dc.contributor.authorPan, Huina
dc.contributor.committeememberWong, Ron
dc.contributor.committeememberSudak, Leszek Jozef
dc.date2018-11
dc.date.accessioned2018-07-03T15:38:48Z
dc.date.available2018-07-03T15:38:48Z
dc.date.issued2018-06-25
dc.description.abstractDiagonal cracking is the most commonly reported mode of failure for masonry walls subject to in-plane shear loads. Finite element studies were therefore carried out to seek better understanding of this failure mode by attempting to capture the diagonal shear cracks in unreinforced concrete masonry and partially grouted/reinforced concrete masonry. Some key parameters (such as boundary and loading conditions, axial stress, and wall aspect ratio) were examined in the research. Interaction between axial stress and aspect ratio has been noticed. Diagonal compression “strut” was identified from contour plots of principal compressive stress, and therefore two distinct “strut” widths were proposed to account for strength and stiffness of the wall separately. Last but not least, effect of relative panel-to-“frame” stiffness ratio (represented by effective panel-to-frame modulus ratio in this study) has been observed through modelling in partially grouted/reinforced walls. This is rather an important step toward understanding the failure patterns of partially grouted masonry since this factor has not received much attention in the literature.en_US
dc.identifier.citationPan, H. (2018). Modelling In-plane Shear in Partially Reinforced Concrete Masonry (Master's thesis, University of Calgary, Calgary, Canada). Retrieved from https://prism.ucalgary.ca. doi:10.11575/PRISM/32052en_US
dc.identifier.doihttp://dx.doi.org/10.11575/PRISM/32052
dc.identifier.urihttp://hdl.handle.net/1880/106830
dc.language.isoeng
dc.publisher.facultyGraduate Studies
dc.publisher.facultySchulich School of Engineering
dc.publisher.institutionUniversity of Calgaryen
dc.publisher.placeCalgaryen
dc.rightsUniversity of Calgary graduate students retain copyright ownership and moral rights for their thesis. You may use this material in any way that is permitted by the Copyright Act or through licensing that has been assigned to the document. For uses that are not allowable under copyright legislation or licensing, you are required to seek permission.
dc.subjectFinite Element
dc.subjectdiagonal strut
dc.subjectpartially grouted masonry
dc.subject.classificationEngineering--Civilen_US
dc.titleModelling In-plane Shear in Partially Reinforced Concrete Masonry
dc.typemaster thesis
thesis.degree.disciplineCivil Engineering
thesis.degree.grantorUniversity of Calgary
thesis.degree.nameMaster of Science (MSc)
ucalgary.item.requestcopytrue
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