Finite Element Study of a DfD Beam-Column Connection
Design for Disassembly (DfD) aims to reuse the
structural components instead of demolition followed by recycling of
the demolition debris. This concept preserves the invested embodied
energy of materials, thus reducing inputs of new embodied energy
during materials reprocessing or remanufacturing. Both analytical and
experimental research on a proposed DfD beam-column connection
for use in residential apartments is currently investigated at the
National University of Singapore in collaboration with the Housing
and Development Board of Singapore. The present study reports on
the results of a numerical analysis of the proposed connection utilizing
finite element analysis. The numerical model was calibrated and
validated by comparison against experimental results. Results of a
parametric study will also be presented and discussed.
[1] John, VM. (2003), "On the sustainability of concrete" Industry and
Environment 26(2):62-63.
[2] Kibert, C. (2003). "Deconstruction: the start of a sustainable materials
strategy for the built environment" Industry and Environment 26(2):
84-88.
[3] Pulaski, M. H.(2004)´╝î Field Guide for Sustainable Construction. The
Pennsylvania State University.
[4] Guy, B., & Shell, S. (2002). Design for Deconstruction and Materials
Reuse, Design for Deconstruction and Materials Reuse: Proceedings of
the CIB Task Group 39 - Deconstruction Meeting, CIB World Building
Congress, New Zealand (Vol. 272). Gainesville Florida: CIB / University
of Florida.
[5] Chini, A. R. (2005), Deconstruction and materials reuse: an international
overview. CIB.
[6] Bouvy, J. Demountable concrete structures: a challenge for precast
concrete. Delft Univ Pr, 1985.
[7] Rice, E. (1978). Demountable multiple level building structures, Google
Patents.
[8] Vambersky, J. N. J. A. (1994). "Precast concrete in building today and in
the future." The structural Engineer 72(15).
[9] Lubliner, J., Oliver, J., Oller, S., and Onate, E. (1989). "A plastic-damage
model for concrete." Int. J. Solids and Struct., 25(3), 299-326.
[10] Lee J., Fenves G.L., 1998. Plastic-damage model for cyclic loading of
concrete structures. J. Eng. Mech. ASCE 124, 892-900.
[11] Kupfer, H., Hilsdorf, H. K., and Rusch, H. (1969). "Behavior of concrete
under biaxial stresses." ACI J. 66(8), 656-666.
[12] Jankowiak, T., and Lodygowski, T (2005). "Identification of Parameters
of Concrete Damage Plasticity Constitutive Model," Foundations of Civil
and Environmental Engineering, No.6.
[13] Malm, R., 2006. Shear cracks in concrete structures sbujected to in-plane
stresses. Lic. Thesis, Royal Institute of Technology (KTH), Stockholm.
[14] Carreira, D. and Chu, K. (1985), "Stress-strain relationship for plain
concrete in compression", ACI Struct. J., 82(11), 797-804.
[15] CEB FIP MC 90 (1993), Design of Concrete Structures,
CEB-FIP-Model-Code 1990, Thomas Telford, 1993.
[16] Elliott, K S (2002) Precast concrete structures. Elsevier
Butterworth-Heinemann.
[17] Hibbit, D., B. Karlsson, et al. (2004). "ABAQUS Analysis User-s Manual,
version 6.5." Hibbit, Karlsson & Sorenson Inc., USA.
[18] Eurocode 3 (2005). BS EN 1993-1-8:2005-Design of steel structures
-Part 1-8: Design of joints, British Standard Institiute
[19] Handbook, P. C. I. D. (2004). Precast Prestressed Concrete, Prestressed
Concrete Institute, Chicago, IL.
[20] Hanus, F., G. Zilli, et al. (2011). "Behaviour of Grade 8.8 bolts under
natural fire conditionsÔÇöTests and model." Journal of Constructional
Steel Research 67(8): 1292-1298.
[21] BS EN ISO 898-1999, Mechanical properties of fasteners made of carbon
steel and alloy steel ÔÇö Part 1: Bolts, screws and studs.G. O. Young,
"Synthetic structure of industrial plastics (Book style with paper title and
editor)," in Plastics, 2nd ed. vol. 3, J. Peters, Ed. New York:
McGraw-Hill, 1964, pp. 15-64.
[1] John, VM. (2003), "On the sustainability of concrete" Industry and
Environment 26(2):62-63.
[2] Kibert, C. (2003). "Deconstruction: the start of a sustainable materials
strategy for the built environment" Industry and Environment 26(2):
84-88.
[3] Pulaski, M. H.(2004)´╝î Field Guide for Sustainable Construction. The
Pennsylvania State University.
[4] Guy, B., & Shell, S. (2002). Design for Deconstruction and Materials
Reuse, Design for Deconstruction and Materials Reuse: Proceedings of
the CIB Task Group 39 - Deconstruction Meeting, CIB World Building
Congress, New Zealand (Vol. 272). Gainesville Florida: CIB / University
of Florida.
[5] Chini, A. R. (2005), Deconstruction and materials reuse: an international
overview. CIB.
[6] Bouvy, J. Demountable concrete structures: a challenge for precast
concrete. Delft Univ Pr, 1985.
[7] Rice, E. (1978). Demountable multiple level building structures, Google
Patents.
[8] Vambersky, J. N. J. A. (1994). "Precast concrete in building today and in
the future." The structural Engineer 72(15).
[9] Lubliner, J., Oliver, J., Oller, S., and Onate, E. (1989). "A plastic-damage
model for concrete." Int. J. Solids and Struct., 25(3), 299-326.
[10] Lee J., Fenves G.L., 1998. Plastic-damage model for cyclic loading of
concrete structures. J. Eng. Mech. ASCE 124, 892-900.
[11] Kupfer, H., Hilsdorf, H. K., and Rusch, H. (1969). "Behavior of concrete
under biaxial stresses." ACI J. 66(8), 656-666.
[12] Jankowiak, T., and Lodygowski, T (2005). "Identification of Parameters
of Concrete Damage Plasticity Constitutive Model," Foundations of Civil
and Environmental Engineering, No.6.
[13] Malm, R., 2006. Shear cracks in concrete structures sbujected to in-plane
stresses. Lic. Thesis, Royal Institute of Technology (KTH), Stockholm.
[14] Carreira, D. and Chu, K. (1985), "Stress-strain relationship for plain
concrete in compression", ACI Struct. J., 82(11), 797-804.
[15] CEB FIP MC 90 (1993), Design of Concrete Structures,
CEB-FIP-Model-Code 1990, Thomas Telford, 1993.
[16] Elliott, K S (2002) Precast concrete structures. Elsevier
Butterworth-Heinemann.
[17] Hibbit, D., B. Karlsson, et al. (2004). "ABAQUS Analysis User-s Manual,
version 6.5." Hibbit, Karlsson & Sorenson Inc., USA.
[18] Eurocode 3 (2005). BS EN 1993-1-8:2005-Design of steel structures
-Part 1-8: Design of joints, British Standard Institiute
[19] Handbook, P. C. I. D. (2004). Precast Prestressed Concrete, Prestressed
Concrete Institute, Chicago, IL.
[20] Hanus, F., G. Zilli, et al. (2011). "Behaviour of Grade 8.8 bolts under
natural fire conditionsÔÇöTests and model." Journal of Constructional
Steel Research 67(8): 1292-1298.
[21] BS EN ISO 898-1999, Mechanical properties of fasteners made of carbon
steel and alloy steel ÔÇö Part 1: Bolts, screws and studs.G. O. Young,
"Synthetic structure of industrial plastics (Book style with paper title and
editor)," in Plastics, 2nd ed. vol. 3, J. Peters, Ed. New York:
McGraw-Hill, 1964, pp. 15-64.
@article{"International Journal of Architectural, Civil and Construction Sciences:49462", author = "Zhi Sheng Lin and K. C. G. Ong and Lado Riannevo Chandra and Bee Hong Angeline Tan and Chat Tim Tam and Sze
Dai Pang", title = "Finite Element Study of a DfD Beam-Column Connection", abstract = "Design for Disassembly (DfD) aims to reuse the
structural components instead of demolition followed by recycling of
the demolition debris. This concept preserves the invested embodied
energy of materials, thus reducing inputs of new embodied energy
during materials reprocessing or remanufacturing. Both analytical and
experimental research on a proposed DfD beam-column connection
for use in residential apartments is currently investigated at the
National University of Singapore in collaboration with the Housing
and Development Board of Singapore. The present study reports on
the results of a numerical analysis of the proposed connection utilizing
finite element analysis. The numerical model was calibrated and
validated by comparison against experimental results. Results of a
parametric study will also be presented and discussed.", keywords = "Design for Disassembly (DfD), finite element
analysis, parametric study.", volume = "7", number = "3", pages = "224-7", }
