Investigation of the Neutral Axis in the Positive Moment Region of Composite Beams
Researchers investigate arious strategies to develop composite beams and maximize the structural advantages. This study
attempted to conduct experiments and analysis of changes in the
neutral axis of positive moments of a Green Beam. Strain
compatibility analysis was used, and its efficiency was demonstrated
by comparing experimental and analytical values. In the comparison of
neutral axis, the difference between experimental and analytical values
was found to range from 8.8~26.2%. It was determined that strain
compatibility analysis can be useful for predicting the behaviors of
composite beams, with the ability to predict the behavior of not only
the elastic location of the composite member, but also of the plastic
location
[1] W. K. Hong, S. C. Park, J. M. Kim, S. G. Lee, S. I. Kim, K. J. Yoon, H. C.
Lee,"Composite beam composed of steel and pre-cast concrete
(modularized hybrid system, MHS) Part I: Experimental investigation,"
Struct. Des. Tall. Spec. Build., vol. 19, no. 3, pp. 275-289, Apr. 2010.
[2] W. K. Hong,J. M. Kim, S. C. Park, S. G. Lee, S. I. Kim, K. J. Yoon, H. C.
Kim, J. T. Kim, "A new apartment construction technology with effective
CO2 emission reduction capabilities,"Energy - Int. J.,vol. 35, no. 6, pp.
2639-2646, Apr. 2010.
[3] W. K. Hong, S. I. Kim, S. C. Park, J. M. Kim, S. G. Lee, K. J. Yoon, S. K.
Kim,"Composite beam composed of steel and pre-cast concrete
(modularized hybrid system, MHS) Part IV: Application for
multi-residential housing,"Struct.Des. Tall. Spec. Build.,vol. 19, no. 7, pp.
707-727, Nov. 2010.
[4] W. K. Hong, J. M. Kim, S. C. Park, S. I. Kim, S. G. Lee, H. C. Lee, K. J.
Yoon,"Composite beam composed of steel and pre-cast concrete
(modularized hybrid system, MHS) Part II: Analytical
investigation,"Struct. Des. Tall. Spec. Build.,vol. 18, no. 8, pp. 891-905,
Nov. 2009.
[5] American Institute of Steel Construction Inc. and the Structural Steel
Educational Council: Seismic Design Manual: AISC: 2006
[6] R. Park,T. Paulay,Reinforced Concrete Structures.New York: JOHN
WILEY&SONS, 1975.
[1] W. K. Hong, S. C. Park, J. M. Kim, S. G. Lee, S. I. Kim, K. J. Yoon, H. C.
Lee,"Composite beam composed of steel and pre-cast concrete
(modularized hybrid system, MHS) Part I: Experimental investigation,"
Struct. Des. Tall. Spec. Build., vol. 19, no. 3, pp. 275-289, Apr. 2010.
[2] W. K. Hong,J. M. Kim, S. C. Park, S. G. Lee, S. I. Kim, K. J. Yoon, H. C.
Kim, J. T. Kim, "A new apartment construction technology with effective
CO2 emission reduction capabilities,"Energy - Int. J.,vol. 35, no. 6, pp.
2639-2646, Apr. 2010.
[3] W. K. Hong, S. I. Kim, S. C. Park, J. M. Kim, S. G. Lee, K. J. Yoon, S. K.
Kim,"Composite beam composed of steel and pre-cast concrete
(modularized hybrid system, MHS) Part IV: Application for
multi-residential housing,"Struct.Des. Tall. Spec. Build.,vol. 19, no. 7, pp.
707-727, Nov. 2010.
[4] W. K. Hong, J. M. Kim, S. C. Park, S. I. Kim, S. G. Lee, H. C. Lee, K. J.
Yoon,"Composite beam composed of steel and pre-cast concrete
(modularized hybrid system, MHS) Part II: Analytical
investigation,"Struct. Des. Tall. Spec. Build.,vol. 18, no. 8, pp. 891-905,
Nov. 2009.
[5] American Institute of Steel Construction Inc. and the Structural Steel
Educational Council: Seismic Design Manual: AISC: 2006
[6] R. Park,T. Paulay,Reinforced Concrete Structures.New York: JOHN
WILEY&SONS, 1975.
@article{"International Journal of Architectural, Civil and Construction Sciences:55003", author = "Su-Young Jeong and Won-Kee Hong and Seon-Chee Park and Gyun-Taek Lim and Eric Kim", title = "Investigation of the Neutral Axis in the Positive Moment Region of Composite Beams", abstract = "Researchers investigate arious strategies to develop composite beams and maximize the structural advantages. This study
attempted to conduct experiments and analysis of changes in the
neutral axis of positive moments of a Green Beam. Strain
compatibility analysis was used, and its efficiency was demonstrated
by comparing experimental and analytical values. In the comparison of
neutral axis, the difference between experimental and analytical values
was found to range from 8.8~26.2%. It was determined that strain
compatibility analysis can be useful for predicting the behaviors of
composite beams, with the ability to predict the behavior of not only
the elastic location of the composite member, but also of the plastic
location", keywords = "Composite beam, Strain compatibility, Neutral axis, Green Beam", volume = "5", number = "12", pages = "694-6", }