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Scopus Author ID: 56868608900

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Employment (1)

Dalhousie University: Halifax, Nova Scotia, CA

2018 to present (Civil and Resource Engineering)
Employment
Source: Self-asserted source
Kyle Tousignant

Works (33)

Chord-end RHS-to-RHS and CHS-to-CHS X-connections with rigid cap plates: Stress concentration factors

Journal of Constructional Steel Research
2021 | Journal article
Source: Self-asserted source
Kyle Tousignant

Circular hollow section X-connections near an open chord end: Stress concentration factors

Journal of Constructional Steel Research
2021 | Journal article
Source: Self-asserted source
Kyle Tousignant

Concrete-Filled Hollow Structural Sections. I: Materials, Cross-Section Classification, and Concentrically Loaded Columns

Canadian Journal of Civil Engineering
2021 | Journal article
Source: Self-asserted source
Kyle Tousignant

Concrete-Filled Hollow Structural Sections. II: Flexural Members, Beam-Columns, Tension, and Shear

Canadian Journal of Civil Engineering
2021 | Journal article
Source: Self-asserted source
Kyle Tousignant

Evaluation of the interstorey drift performance of timber beam-hanger connection systems

Canadian Journal of Civil Engineering
2021 | Journal article
Source: Self-asserted source
Kyle Tousignant

Design of Class 4 Hollow Structural Section Compression Members

Canadian Journal of Civil Engineering
2020 | Journal article
Source: Self-asserted source
Kyle Tousignant

Optimized design of fillet welds for CHS joints according to EN 1993-1-8

Steel Construction
2020 | Journal article
Source: Self-asserted source
Kyle Tousignant

Stress concentration factors for RHS-to-RHS X-connections near an open chord end

Journal of Constructional Steel Research
2020 | Journal article
Source: Self-asserted source
Kyle Tousignant

Weld design for hollow structural section connections: application to Canadian Standards

Canadian Journal of Civil Engineering
2020 | Journal article
Source: Self-asserted source
Kyle Tousignant

Analysis of rectangular hollow section trusses

Canadian Journal of Civil Engineering
2019 | Journal article
Source: Self-asserted source
Kyle Tousignant

Design of fillet welds in RHS-to-RHS moment T-connections under branch in-plane bending

Journal of Constructional Steel Research
2019 | Journal article
DOI: 10.1016/j.jcsr.2019.04.027
EID:

2-s2.0-85064672717
Contributors: Yaghoubshahi, M.; Sun, M.; Tousignant, K.
Source: Self-asserted source
Kyle Tousignant via Scopus - Elsevier

Design of fillet welds in RHS-to-RHS moment T-connections under branch in-plane bending

Journal of Constructional Steel Research
2019 | Journal article
Source: Self-asserted source
Kyle Tousignant

Fillet welds around circular hollow sections

Welding in the World
2019 | Journal article
Source: Self-asserted source
Kyle Tousignant

Optimized design of fillet welds for CHS joints according to EN 1993-1-8

Steel Construction
2019 | Journal article
DOI: 10.1002/stco.201900010
EID:

2-s2.0-85068343050
Contributors: Tousignant, K.; Packer, J.A.
Source: Self-asserted source
Kyle Tousignant via Scopus - Elsevier

Weld effective lengths for round HSS cross-connections under branch axial loading

Engineering Journal
2019 | Other
EID:

2-s2.0-85074042144
Contributors: Tousignant, K.; Packer, J.A.
Source: Self-asserted source
Kyle Tousignant via Scopus - Elsevier

Analysis of rectangular hollow section trusses

Canadian Journal of Civil Engineering
2019-03 | Journal article
DOI: 10.1139/cjce-2018-0105
Part of ISSN: 0315-1468
Part of ISSN: 1208-6029
Source: Self-asserted source
Kyle Tousignant
grade
Preferred source (of 2)‎

Fillet welds around circular hollow sections

Welding in the World
2019-03 | Journal article
DOI: 10.1007/s40194-018-00679-9
Part of ISSN: 0043-2288
Part of ISSN: 1878-6669
Source: Self-asserted source
Kyle Tousignant
grade
Preferred source (of 2)‎

Fillet weld effective lengths in CHS X-connections. II: Finite element modelling, parametric study and design

Journal of Constructional Steel Research
2018 | Journal article
DOI: 10.1016/j.jcsr.2017.11.002
EID:

2-s2.0-85034841130
Contributors: Tousignant, K.; Packer, J.A.
Source: Self-asserted source
Kyle Tousignant via Scopus - Elsevier

Fillet weld effective lengths in CHS X-connections. II: Finite element modelling, parametric study and design

Journal of Constructional Steel Research
2018 | Journal article
Source: Self-asserted source
Kyle Tousignant

Investigation of weld effective length rules for CHS X-connections

Tubular Structures XVI - Proceedings of the 16th International Symposium on Tubular Structures, ISTS 2017
2018 | Conference paper
DOI: 10.1201/9781351210843-81
EID:

2-s2.0-85061282977
Contributors: Tousignant, K.; Packer, J.A.
Source: Self-asserted source
Kyle Tousignant via Scopus - Elsevier

Fillet weld effective lengths in CHS X-connections. I: Experimentation

Journal of Constructional Steel Research
2017 | Journal article
Source: Self-asserted source
Kyle Tousignant

Fillet weld effective lengths in CHS X-connections. I: Experimentation

Journal of Constructional Steel Research
2017 | Journal article
DOI: 10.1016/j.jcsr.2017.08.005
EID:

2-s2.0-85034776691
Contributors: Tousignant, K.; Packer, J.A.
Source: Self-asserted source
Kyle Tousignant via Scopus - Elsevier

Investigation of weld effective length rules for CHS X-connections

Tubular Structures XVI
2017 | Book chapter
Source: Self-asserted source
Kyle Tousignant

Numerical investigation of fillet welds in HSS-to-rigid end-plate connections

Journal of Structural Engineering
2017 | Journal article
Source: Self-asserted source
Kyle Tousignant

Numerical Investigation of Fillet Welds in HSS-to-Rigid End-Plate Connections

Journal of Structural Engineering (United States)
2017 | Journal article
DOI: 10.1061/(ASCE)ST.1943-541X.0001889
EID:

2-s2.0-85029951461
Contributors: Tousignant, K.; Packer, J.A.
Source: Self-asserted source
Kyle Tousignant via Scopus - Elsevier

Weld Effective Lengths for Hollow Structural Section Connections

2017 | Dissertation or Thesis
Source: Self-asserted source
Kyle Tousignant

Analysis of rectangular hollow section trusses with overlapped K-connections

Proceedings, Annual Conference - Canadian Society for Civil Engineering
2016 | Conference paper
EID:

2-s2.0-85030848797
Contributors: Tousignant, K.; Packer, J.A.
Source: Self-asserted source
Kyle Tousignant via Scopus - Elsevier

Experimental evaluation of design procedures for fillet welds to hollow structural sections

Journal of Structural Engineering
2016 | Journal article
Source: Self-asserted source
Kyle Tousignant

Experimental Evaluation of Design Procedures for Fillet Welds to Hollow Structural Sections

Journal of Structural Engineering (United States)
2016 | Journal article
DOI: 10.1061/(ASCE)ST.1943-541X.0001467
EID:

2-s2.0-84964727256
Contributors: Packer, J.A.; Sun, M.; Tousignant, K.
Source: Self-asserted source
Kyle Tousignant via Scopus - Elsevier

Experimental evaluation of the directional strength-enhancement factor for fillet welds to CHS

Proc., 8th Int. Workshop on Connections in Steel Structures, AISC, Chicago
2016 | Conference paper
Source: Self-asserted source
Kyle Tousignant

STR-987: ANALYSIS OF RECTANGULAR HOLLOW SECTION TRUSSES WITH OVERLAPPED K-CONNECTIONS

2016 | Journal article
Source: Self-asserted source
Kyle Tousignant

Investigation of weld effective length rules for RHS overlapped K-connections

Tubular Structures - Proceedings of the 15th International Symposium on Tubular Structures, ISTS 2015
2015 | Conference paper
EID:

2-s2.0-84942279403
Contributors: Tousignant, K.; Packer, J.A.
Source: Self-asserted source
Kyle Tousignant via Scopus - Elsevier

Weld effective lengths for rectangular HSS overlapped K-connections

Engineering Journal
2015 | Other
EID:

2-s2.0-84944681886
Contributors: Tousignant, K.; Packer, J.A.
Source: Self-asserted source
Kyle Tousignant via Scopus - Elsevier
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