Numerical Simulation of Progressive Collapse for a Reinforced Concrete Building
Though nonlinear dynamic analysis using a specialized
hydro-code such as AUTODYN is accurate and useful tool for
progressive collapse assessment of a multi-story building subjected to
blast load, it takes too much time to be applied to a practical simulation
of progressive collapse of a tall building. In this paper, blast analysis of
a RC frame structure using a simplified model with Reinforcement
Contact technique provided in Ansys Workbench was introduced and
investigated on its accuracy. Even though the simplified model has a
fraction of elements of the detailed model, the simplified model with
this modeling technique shows similar structural behavior under the
blast load to the detailed model. The proposed modeling method can
be effectively applied to blast loading progressive collapse analysis of
a RC frame structure.
[1] Y. Shi, H. Hao and Z. Li, "Numerical derivation of pressure-impulse
diagrams for prediction of RC column damage to blast loads,
International Journal of Impact Engineering," vol. 35, pp. 1213-1227,
2008.
[2] X. Bao and B. Li, "Residual strength of blast damaged reinforced
concrete columns," International Journal of Impact Engineering, vol.
37, pp. 295-308, 2010.
[3] A. Mutalib and H. Hao, "Development of P-I diagrams for FRP
strengthed RC columns," International Journal of Impact Engineering,
vol. 38, pp. 290-304, 2011.
[4] K. Wu, B. Li and K. Tsai, "Residual axial compression capacity of
localized blast-damaged RC columns," International Journal of Impact
Engineering, vol. 38, pp. 29-40, 2011.
[5] Ansys, Autodyn Theory Manual, Century dynamics, 2005.
[6] Ansys, ANSYS Workbench User-s Guide, Ansys Inc., 2009.
[7] U. Nystrᛃm and K. Gylltoft, "numerical studies of the combined effects of
blast and fragment loading," International Journal of Impact
Engineering, vol. 36, pp. 995-1005, 2009.
[8] Department of Defense, Design of Buildings to Resist Progressive
Collapse, US Department of Defense, 2010.
[1] Y. Shi, H. Hao and Z. Li, "Numerical derivation of pressure-impulse
diagrams for prediction of RC column damage to blast loads,
International Journal of Impact Engineering," vol. 35, pp. 1213-1227,
2008.
[2] X. Bao and B. Li, "Residual strength of blast damaged reinforced
concrete columns," International Journal of Impact Engineering, vol.
37, pp. 295-308, 2010.
[3] A. Mutalib and H. Hao, "Development of P-I diagrams for FRP
strengthed RC columns," International Journal of Impact Engineering,
vol. 38, pp. 290-304, 2011.
[4] K. Wu, B. Li and K. Tsai, "Residual axial compression capacity of
localized blast-damaged RC columns," International Journal of Impact
Engineering, vol. 38, pp. 29-40, 2011.
[5] Ansys, Autodyn Theory Manual, Century dynamics, 2005.
[6] Ansys, ANSYS Workbench User-s Guide, Ansys Inc., 2009.
[7] U. Nystrᛃm and K. Gylltoft, "numerical studies of the combined effects of
blast and fragment loading," International Journal of Impact
Engineering, vol. 36, pp. 995-1005, 2009.
[8] Department of Defense, Design of Buildings to Resist Progressive
Collapse, US Department of Defense, 2010.
@article{"International Journal of Architectural, Civil and Construction Sciences:54366", author = "Han-Soo Kim and Jae-Gyun Ahn and Hyo-Seung Ahn", title = "Numerical Simulation of Progressive Collapse for a Reinforced Concrete Building", abstract = "Though nonlinear dynamic analysis using a specialized
hydro-code such as AUTODYN is accurate and useful tool for
progressive collapse assessment of a multi-story building subjected to
blast load, it takes too much time to be applied to a practical simulation
of progressive collapse of a tall building. In this paper, blast analysis of
a RC frame structure using a simplified model with Reinforcement
Contact technique provided in Ansys Workbench was introduced and
investigated on its accuracy. Even though the simplified model has a
fraction of elements of the detailed model, the simplified model with
this modeling technique shows similar structural behavior under the
blast load to the detailed model. The proposed modeling method can
be effectively applied to blast loading progressive collapse analysis of
a RC frame structure.", keywords = "Autodyn, Blast Load, Progressive Collapse, Reinforcement Contact.", volume = "7", number = "4", pages = "290-4", }