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Research for Curiosity !

Description: Description: Description: Description: D:\D-drive_QPC\QUACH's_Documents\Quach-SftwPage\Bullet4.gif Advances in Cold-Formed Steel Research 

No longer a Dream for predicting geometric imperfection, residual stresses and strength enhancement in cold-formed steel structures realistically! 

A deterministic approach with advanced numerical modeling of manufacturing processes is a solution.

 

Million tons of cold-formed metal building products are used in construction industry around the world each year, and this trend is kept increasing due to their construction efficiency. The structural performance of cold-formed thin-walled metal structures is known to be sensitive to initial imperfections which include both geometrical imperfection and cold work due to forming. Traditionally, this cold work effect has been taken into account by using separate specifications of mechanical properties for the flat portions and the corner regions in conjunction with idealized residual stresses models which are based on inappropriate assumptions disregarding the effect of the manufacturing process. Indeed, various cold-formed sections are fabricated by different manufacturing processes (Figs. 1 & 2). Hence, a research has been being carried out to seek for the solution to overcome this shortcoming.

     Dr. Quach’s research has been focused on the development of various scientific tools (i.e. analytical models, empirical models, and hybrid analytical-finite element approaches) to accurately model manufacturing processes and quantify such cold work effect in various types of cold-formed members (e.g. channels and hollow sections). The main contribution from this research is to correct the major deficiencies in existing knowledge and existing design approaches by using these proposed tools (Figs. 3~13). The findings confirm the effect of the manufacturing process on the structural behavior of cold-formed members, and explain why there is a significant scatter in test load capacities of members with the identical cross-section. Some of research outcomes have been published in journals, conferences and public lectures. Some more publications about the findings are still under preparation.

     The aforementioned research is a large study involving various parts of research and is conducted through various projects funded by the university and the Fundo para o Desenvolvimento das Ciências e da Tecnologia (FDCT) of Macao S.A.R. This research is being developed at three main fronts:

(a) Stress-strain models of thin sheet metals (Fig. 9);

(b) Simulations and Predictions for enhanced strengths of cold-worked materials (Figs. 10 & 11);

(c) Simulations and Predictions for initial imperfections (including geometrical imperfections, residual stresses, plastic strains) in cold-formed members and their effect on structural performance (Figs. 3~8, 12 & 13).

Some parts have been completed, some are still in progress, and some will be commenced within next few years. Upon the completion of all the parts, a novel and unified approach for the analysis and design of cold-formed thin-walled structures will be resulted. This new approach will provide a useful tool in optimizing the forming parameters of cold-formed steel sections and will greatly reduce the need for laboratory testing in the development of design rules.

 

Fig 1.  Manufacturing process of roll-formed tubes

 

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Fig 2.  Manufacturing process of press-braked sections

 

Fig 3.  Finite element-based method:

Numerical tube forming of EHS tubes

Fig 4.  Advanced finite element approach:

Numerical stub column test of EHS

 

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Fig 5.  Finite element-based method:

Numerical press braking

Fig 6.  Advanced finite element approach:

Nonlinear buckling analysis

 

Fig 7.  Numerically predicted local imperfections in an EHS

Fig 8.  FE predicted stub-column behavior of an EHS

 

 

Fig 9.  Stress-strain model for stainless steels

 

Fig 10.  Finite element mesh of a tensile corner coupon

Fig 11.  Numerical coupon tests for determining the strength and ductility of cold-worked materials

 

Fig 12.  Theoretical predictions of residual stresses and equivalent plastic strains in cold-formed steel channel sections

Fig 13.  Hybrid analytical-finite element approach

 


Description: Description: Description: Description: D:\D-drive_QPC\QUACH's_Documents\Quach-SftwPage\Bullet4.gif Research Interests 

Cold-formed metal structures, Additive manufactured (3D printed) metal structures, Stainless steel structures, Residual stresses and cold-work effect, Mechanical behavior of sheet metals, Structural stability, Applied mechanics, and Numerical modeling.


Description: Description: Description: Description: D:\D-drive_QPC\QUACH's_Documents\Quach-SftwPage\Bullet4.gif Recent Research Projects and Grants 


Description: Description: Description: Description: D:\D-drive_QPC\QUACH's_Documents\Quach-SftwPage\Bullet4.gif Collaboration 

Prof. Ben Young, Professor, University of Hong Kong

Prof. Ming Yan, Professor, SUSTech

Prof. J. G. Teng, Chair Professor, HKPolyU  

Prof. K. F. Chung, Professor, HKPolyU  

Postdocs: Dr. M.T. Chen,  Dr. Z.Y. Kong, Dr. Y.C. Cai.

PhD and Master research assistants: Y. Yao, J.J. Yan, Q. Zhang, K. Yang*, J.F. Huang*, P. Qiu*, C. Cai*.

Undergraduate research assistants:  J. Cao*, S. Luo*, L.C. Kong*, Kit Leong*, W.P. Chao*, P. Qiu*

* Graduated


Description: Description: Description: Description: D:\D-drive_QPC\QUACH's_Documents\Quach-SftwPage\Bullet4.gif Selected Publications


Description: Description: Description: Description: D:\D-drive_QPC\QUACH's_Documents\Quach-SftwPage\Bullet4.gif Invited Lectures/Presentations

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