A platform for research: civil engineering, architecture and urbanism
Spring-stiffness model for flexible end-plate bare-steel joints in fire
AbstractThis paper describes a spring-stiffness model developed to predict the behaviour of flexible end-plate bare-steel joints at elevated temperature. The joint components are considered as springs with predefined mechanical properties (i.e. stiffness and strength). They are also assumed to follow a trilinear force–displacement relationship. The elevated temperature joint’s response can be predicted by assembling the stiffnesses of the components which are assumed to degrade with increasing temperatures based on the recommendations presented in the design codes. Comparison of the results from the model with existing experimental data showed good agreement. Also, the predicted degradation of the joint’s stiffness and capacity compares well with the experimental results. The proposed model can be easily modified to describe the elevated temperature behaviour of other types of joint as well as joints under large rotations.
Spring-stiffness model for flexible end-plate bare-steel joints in fire
AbstractThis paper describes a spring-stiffness model developed to predict the behaviour of flexible end-plate bare-steel joints at elevated temperature. The joint components are considered as springs with predefined mechanical properties (i.e. stiffness and strength). They are also assumed to follow a trilinear force–displacement relationship. The elevated temperature joint’s response can be predicted by assembling the stiffnesses of the components which are assumed to degrade with increasing temperatures based on the recommendations presented in the design codes. Comparison of the results from the model with existing experimental data showed good agreement. Also, the predicted degradation of the joint’s stiffness and capacity compares well with the experimental results. The proposed model can be easily modified to describe the elevated temperature behaviour of other types of joint as well as joints under large rotations.
Spring-stiffness model for flexible end-plate bare-steel joints in fire
Al-Jabri, K.S. (author) / Burgess, I.W. (author) / Plank, R.J. (author)
Journal of Constructional Steel Research ; 61 ; 1672-1691
2005-05-03
20 pages
Article (Journal)
Electronic Resource
English
Spring-stiffness model for flexible end-plate bare-steel joints in fire
Online Contents | 2005
|Beam stiffness matrix with flexible joints
Elsevier | 1982
|Experimental study and spring-component modelling of extended end-plate joints in fire
Online Contents | 2007
|Cyclic modelling of bare steel and steel-concrete composite joints through the component method
British Library Conference Proceedings | 2007
|