For the design of high strength steel bolted connections, all existing standards adopt the same framework – (i) calculating the design resistance for each potential failure mode and (ii) defining the final design failure load as the minimum of the design resistances calculated from all the potential failure modes. However, this framework has been found to be tedious and also incapable of considering the complex nature of connection behaviour, in particular the transition of different failure modes (e.g., net section fracture, bearing and block tearing), and thus leads to inaccurate failure load and mode predictions. To address the aforementioned shortcomings, this paper presents a more accurate and reliable predictive framework based on mac...
Due to many differences in the material, geometry, and assembly method of the commercially available...
The difficulty in developing bolted connection designs lies in the limitations in existing methods t...
The design model for the resistance of headed stud connectors was originally developed from push tes...
For the design of stainless steel bolted connections, current design codes firstly calculate the des...
The design of double shear bolted connections in structural steel is governed by four different fail...
This study pioneers the application of machine learning (ML) for predicting the bearing strength of ...
In recent years, the application of artificial intelligence-based methods to engineering problems ha...
Slab-column connections with FRPs fail suddenly without warning. Machine learning (ML) models can mo...
Large web openings introduce complex structural behaviors and additional failure modes of steel cell...
The use of high strength steel has been increasingly prevalent in construction of large-scale struct...
The paper considers the use of neural networks to predict the failure load of cold-formed steel comp...
The behavior of bolted connections is inherently nonlinear because of geometric discontinuities, str...
The use of periodical elliptically-based web (EBW) openings in high strength steel (HSS) beams has b...
The development of robust prediction tools based on machine learning (ML) techniques requires the av...
The ongoing demand for bigger and more efficient ships pushes their designs towards the strength lim...
Due to many differences in the material, geometry, and assembly method of the commercially available...
The difficulty in developing bolted connection designs lies in the limitations in existing methods t...
The design model for the resistance of headed stud connectors was originally developed from push tes...
For the design of stainless steel bolted connections, current design codes firstly calculate the des...
The design of double shear bolted connections in structural steel is governed by four different fail...
This study pioneers the application of machine learning (ML) for predicting the bearing strength of ...
In recent years, the application of artificial intelligence-based methods to engineering problems ha...
Slab-column connections with FRPs fail suddenly without warning. Machine learning (ML) models can mo...
Large web openings introduce complex structural behaviors and additional failure modes of steel cell...
The use of high strength steel has been increasingly prevalent in construction of large-scale struct...
The paper considers the use of neural networks to predict the failure load of cold-formed steel comp...
The behavior of bolted connections is inherently nonlinear because of geometric discontinuities, str...
The use of periodical elliptically-based web (EBW) openings in high strength steel (HSS) beams has b...
The development of robust prediction tools based on machine learning (ML) techniques requires the av...
The ongoing demand for bigger and more efficient ships pushes their designs towards the strength lim...
Due to many differences in the material, geometry, and assembly method of the commercially available...
The difficulty in developing bolted connection designs lies in the limitations in existing methods t...
The design model for the resistance of headed stud connectors was originally developed from push tes...