Search Results - "Tousignant, Kyle"

Experimental tests on fillet and PJP welds in CHS moment T-connections by Yang, Zhiyuan, Tousignant, Kyle

“…An experimental program was developed at Dalhousie University to test various unreinforced circular hollow section (CHS)-to-CHS 90° T-connections subjected to…”
Get full text

Fillet and PJP groove welds in CHS-to-CHS moment T-connections: Finite element investigation by Zhang, Chengcheng, Tousignant, Kyle, Sun, Min

“…This paper presents a study that evaluates effective section moduli for the design of welds in circular hollow section (CHS)-to-CHS moment T-connections under…”
Get full text

Fillet weld effective lengths in CHS X-connections. II: Finite element modelling, parametric study and design by Tousignant, Kyle, Packer, Jeffrey A.

“…Finite element (FE) modelling was performed to extend the results of a recently completed experimental test program to evaluate the static strength of fillet…”
Get full text

Reliability of Existing and Proposed North American Design Provisions for RHS Compression Members with Slender Elements by Tousignant, Kyle, Tayyebi, Kamran, Sun, Min

“…AbstractDesign provisions for axially compressed rectangular hollow section (RHS) members with slender elements were evaluated using an approximate first-order…”
Get full text

Fillet weld effective lengths in CHS X-connections. I: Experimentation by Tousignant, Kyle, Packer, Jeffrey A.

“…For the first time, an experimental test program was conducted to assess the strength of fillet welds in circular hollow section (CHS) connections. Six…”
Get full text

SCFs for CHS-to-CHS T- and X-type moment-loaded end connections: Proposal for formulae by Ziaeinejad, Ali, Tousignant, Kyle, Sun, Min, Yang, Zhiyuan

“…The research presented in this paper is part of a series of efforts to develop design recommendations for hollow structural section (HSS) connections situated…”
Get full text

An effective stress approach for the design of rectangular hollow section flexural members with slender elements by Richards, Brendan, Tayyebi, Kamran, Sun, Min, Tousignant, Kyle

“…An evaluation of North American and European design provisions for rectangular hollow section (RHS) flexural members with slender elements is performed…”
Get full text

Circular hollow section X-connections near an open chord end: Stress concentration factors by Nejad, Ali Ziaei, Sun, Min, Tousignant, Kyle

“…This paper presents a numerical finite element (FE) investigation to determine stress concentration factors (SCFs) for circular hollow section (CHS)-to-CHS…”
Get full text

Optimized design of fillet welds in RHS joints for EN 1993‐1‐8 by Newcomb, Benjamin, Tousignant, Kyle

“…ISO 14346 permits fillet welds in rectangular hollow section (RHS) joints to be designed either (i) to develop the capacity of the connected brace or (ii) to…”
Get full text

Stress concentration factors for RHS-to-RHS T-type moment-loaded end connections by Ziaeinejad, Ali, Tousignant, Kyle, Sun, Min, Yang, Zhiyuan

“…•SCFs of chord-end RHS-to-RHS T-type moment connections are studied experimentally and numerically.•448 FE models are analyzed, including connections with open…”
Get full text

Stress concentration factors for RHS-to-RHS X-connections near an open chord end by Daneshvar, Sara, Sun, Min, Tousignant, Kyle

“…This paper presents an experimental and finite-element (FE) study to determine stress concentration factors (SCFs) for directly welded rectangular hollow…”
Get full text

Design of Single-Sided Fillet Welds under Transverse Load by Thomas, Justin H., Tousignant, Kyle

“…AbstractIn North American steel design specifications, a directional strength-enhancement factor is used to increase the predicted strength of fillet welds…”
Get full text

Design of fillet welds in RHS-to-RHS moment T-connections under branch in-plane bending by Yaghoubshahi, Mojgan, Sun, Min, Tousignant, Kyle

“…Non-linear finite element (FE) models were developed to assess the AISC 360-16 Chapter K design approach for fillet welds in rectangular hollow section (RHS)…”
Get full text

Fillet welds around circular hollow sections: HENRY GRANJON PRIZE 2018 winner Category C: Design and Structural Integrity by Tousignant, Kyle, Packer, Jeffrey A.

“…An experimental and numerical research program was conducted to evaluate the safety of North American design rules for fillet welds around the perimeter of…”
Get full text

Weld Effective Lengths for Axially Loaded Transverse Plate-to-CHS Connections by Newcomb, Benjamin R. W., Tousignant, Kyle

“…AbstractLarge-scale experimental tests were conducted to evaluate the strength of partial joint penetration (PJP) groove welds in axially loaded transverse…”
Get full text

Numerical Investigation of Fillet Welds in HSS-to-Rigid End-Plate Connections by Tousignant, Kyle, Packer, Jeffrey A

“…AbstractThis paper presents a finite-element (FE) investigation on the behavior of fillet-welded hollow structural section (HSS) rigid end-plate connections,…”
Get full text

Fillet welds around circular hollow sections by Tousignant, Kyle, Packer, Jeffrey A

“…An experimental and numerical research program was conducted to evaluate the safety of North American design rules for fillet welds around the perimeter of…”
Get full text

Experimental Evaluation of Design Procedures for Fillet Welds to Hollow Structural Sections by Packer, Jeffrey A, Sun, Min, Tousignant, Kyle

“…AbstractThis paper discusses contemporary design procedures for fillet welds to hollow structural sections (HSS) in several prominent design codes. The…”
Get full text

Chord-end RHS-to-RHS and CHS-to-CHS X-connections with rigid cap plates: Stress concentration factors by Sun, Min, Tousignant, Kyle, Ziaei Nejad, Ali, Daneshvar, Sara

“…For rectangular hollow section (RHS)-to-RHS and circular hollow section (CHS)-to-CHS connections situated near a truss/girder end, reinforcement using a…”
Get full text

Optimized design of fillet welds for CHS joints according to EN 1993‐1‐8 by Tousignant, Kyle, Packer, Jeffrey A.

“…Designing fillet welds using the directional method of EN 1993‐1‐8 requires the consideration of force components, converted to stresses, located in the plane…”
Get full text