Structural Behavior of CHS T-Joints Subjected to Static In-Plane Bending in Fire Conditions

Structural Behavior of CHS T-Joints Subjected to Static In-Plane Bending in Fire Conditions

Fire resistance of steel joints is always a major concern in the designing of steel structures against extreme hazard. However, for Circular Hollow Section (CHS) joints in fire condition, little information is available, especially for T-joints. In order to get more insight into the static behaviour...

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Bibliographic Details
Main Authors: Fung, Tat Ching, Tan, K. H., Nguyen, Minh Phuong
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2016
Subjects:
Ultimate strength
Experimental study
fire
In-plane bending
Finite-element model
Structural safety and reliability
Circular hollow section
T-joint
Online Access:https://hdl.handle.net/10356/80212
http://hdl.handle.net/10220/40400
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Institution: Nanyang Technological University
Language: English

Internet

https://hdl.handle.net/10356/80212
http://hdl.handle.net/10220/40400

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