Professor (Structural Engineering)

 

Professor Ben YOUNG

 

BSc, University of Syndey
BEng (First Class Honours), University of Sydney
PhD, University of Sydney

MASCE, FHKISC

 

Office:      HW 6-23

Phone:     +852 28592674

Fax:         +852 25595337

E-mail:     young@hku.hk

Lecture notes :     http://www.hku.hk/civil/civil_intranet/beng/engg/

 


Teaching Activities

 

Research Interests

 

Representative Research / Consultancy Projects

 

Representative Publications

  1. Zhou, F., and Young, B. (2006). "Cold-formed stainless steel sections subjected to web crippling." Journal of Structural Engineering, ASCE, 132(1), 134-144.
  2. Chen, J., and Young, B. (2006). "Stress-strain curves for stainless steel at elevated temperatures." Engineering Structures, Elsevier Science, 28(2), 229-239.
  3. Young, B., and Ellobody, E. (2006). "Experimental investigation of concrete-filled cold-formed high strength stainless steel tube columns." Journal of Constructional Steel Research, Elsevier Science, 62(5), 484-492.
  4. Zhu, J.H., and Young, B. (2006). "Tests and design of aluminum alloy compression members." Journal of Structural Engineering, ASCE, 132(7), 1096-1107.
  5. Young, B., and Lui, W.M. (2005). "Behavior of cold-formed high strength stainless steel sections." Journal of Structural Engineering, ASCE, 131(11), 1738-1745.
  6. Young, B. (2004). "Tests and design of fixed-ended cold-formed steel plain angle columns." Journal of Structural Engineering, ASCE, 130(12), 1931-1940.
  7. Young, B., and Rasmussen, K.J.R. (2003). "Measurement techniques in the testing of thin-walled structural members." Experimental Mechanics, 43(1), 32-38.
  8. Young, B., and Hartono, W. (2002). "Compression tests of stainless steel tubular members." Journal of Structural Engineering, ASCE, 128(6), 754-761.
  9. Young, B., and Yan, J. (2002). "Channel columns undergoing local, distortional and overall buckling." Journal of Structural Engineering, ASCE, 128(6), 728-736.
  10. Young, B., and Hancock, G.J. (2001). "Design of cold-formed channels subjected to web crippling." Journal of Structural Engineering, ASCE, 127(10), 1137-1144.

 

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