Analysis of steel bolted double angle connections at elevated temperatures

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Duration: 37m
Enrolled:0
level:Intermediate

Analysis of steel bolted double angle connections at elevated temperatures

Course Content

Simulation Files

  • Tutorial Video
  • Modeling Files

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Who this product is for :

  • Civil Engineers
  • Engineering students

File collection

Simulation Files

  • Tutorial Video
  • Modeling Files

Student Ratings & Reviews

No Review Yet
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Description

Papers abstract:

Double angle connections are one of the common simple beam-end framing connections used in steel structures, but current building standards do not provide much guidance on how to design these connections for fire. Development of such design methodologies is particularly hindered by the lack of adequate understanding of the strength and deformation capacities of double angle connections in fire. To address this issue, this paper presents key results of a computational study of the influence of fire temperatures on steel double angle connections. Computational models for double angle connections are developed in Abaqus and evaluated against experimental data from the literature at both ambient and elevated temperatures. An extensive study is then conducted to investigate different parameters that impact the behavior of double angle connection assemblies during a fire. A comparison is also made between the performances of double angle and shear tab connections at elevated temperatures. Results obtained in this study show that the main factors impacting the behavior of double angle connections at elevated temperatures are load ratio, initial cooling temperature, location of the double angle with respect to the beam neutral axis, and the gap distance. In addition, double angle connections showed better performance at elevated temperatures when compared to shear tab connections.

 

Product Overview:
This tutorial demonstrates a robust simulation of steel bolted double angle beam-to-column connections under dynamic loading in Abaqus, inspired by the referenced ISI study. The model simulates failure mechanisms using ductile damage criteria to capture bolt and steel behavior under stress. Key simulation steps include:

  • 3D solid modeling of beam, column, and bolts
  • Dynamic explicit analysis with mass scaling
  • Surface-to-surface contact with rough friction coefficient
  • Pre-tensioning of bolts and inclined displacement loading
  • Post-processing of damage, stress, and failure outputs.

 

In this tutorial, steel bolted double angle connections under elevated temperatures are simulated, according to data from the work of Hantouche et al.

More information

  • The video tutorial closely follows the simulation methodology of the referenced ISI paper, offering users a validated finite element model in Abaqus. The tutorial includes full preprocessing and postprocessing guidance, with insights into failure modes, boundary conditions, contact interactions, and mesh strategy. This product is ideal for students, researchers, and structural engineers looking to model fire-induced failure in steel connections using finite element methods.

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Material Includes

  • Package Includes the following items:
  • Simulation files:
  • Abaqus files (The INP files are applicable to all versions):
  • CAE
  • INP
  • JNL
  • Instructional video:
  • Concise 37-minute guide to model setup and outputs for dynamic failure of bolted steel connections.

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