STRUCTURAL PERFORMANCE OF SPACE TRUSSES UNDER FIRE

Authors

  • Amr M. Ibrahim Civil Engineering Department, Faculty of Engineering, Minoufia University, Gamal Abdul- Nasser Street, Minoufia, Egypt
  • Ahmed A. Elshafey Civil Engineering Department, Faculty of Engineering, Minoufia University, Gamal Abdul- Nasser Street, Minoufia, Egypt
  • Boshra A. El-taly Civil Engineering Department, Faculty of Engineering, Minoufia University, Gamal Abdul- Nasser Street, Minoufia, Egypt
  • Kamel S. Kandil Civil Engineering Department, Faculty of Engineering, Minoufia University, Gamal Abdul- Nasser Street, Minoufia, Egypt

DOI:

https://doi.org/10.11113/mjce.v30.15716

Keywords:

Space trusses, test setup, fire conditions, finite element simulation

Abstract

An experimental program was designed in the current work to capture the structural
behavior of two different space trusses under static loads and under increasing the temperature at
the truss nodes up to failure. The results of the two space trusses tested include the central
deflection of the truss and the axial forces in truss members under the applied loads and
temperature. Also analytical studies based on finite element method for the two tested trusses are
introduced in this paper. A comparison between experimental work and analytical study is
presented and discussed. The finite element simulation gives good agreement with the
experimental results. Also the results of the current work indicate that increasing the temperature
causes a local failure due to fusion of the node at which the temperature was applied.

References

Alinia, M. M., and Kashizadeh. S. (2006), “Effect of flexibility of substructures upon

thermal behavior of spherical double layer space truss domes. Part I: uniform

thermal loadingâ€, J. Constr. Steel Res., 62, 359–368.

Alinia, M. M., and Kashizadeh. S. (2006), “Effect of flexibility of substructures upon

thermal behavior of spherical double layer space truss domes. Part II: gradient &

partial loadingâ€, J. Constr. Steel Res., 62, 675–681.

Bakr, H., “Nonlinear Behavior of Composite Space Trusses under Earthquake Loads,â€Ms.c.

Dissertation, Minoufia University, Egypt, 2014.

Bakr, H., Eltaly, B., El-abd, M., and Kandil, K., “Finite Element Simulation of Space Trusses

under Seismic Loads,†Malaysian Journal of Civil Engineering, Vol. 28, No. 1, pp. 69- 90,

Bujakas V. I. (1998), “Shape Control and Kinematic Waves in Large Statically

Determinate Structures in Spaceâ€, Int. J. Space Struct., 1(13).

Chilton J. (2000) “Space Grid Structuresâ€, Great Britain: Architectural Press.

Collins, I. M. (1981), “Collapse analysis of double-layer gridsâ€, Ph.D. Thesis, Surrey University,

Guildford, England.

De Andrade, S. A., da S. Vellasco, P. C., da Silva, J. G., de Lima, J. G., and D’Este, A. V.

(2005), “Tubular space trusses with simple and reinforced end-flattened nodes-an

overview and experimentsâ€, J. Constr. Steel Res., 61, 1025–1050.

El- Sheikh, A.I. and El-Bakry, H. F. (1996) “Experimental study of behavior of new space truss

systemâ€, J. of Struct. Eng., ASCE, 122(8), 845-853.

El-Bakry, H. F. (1995), “Development of A new space truss systemâ€, Ph.D. Dissertation,

University of Dundee.

El-Shami, M., Mahmoud, S. and Elabd M., (2016), “Effect of floor openings on the capacity of

composite space trusses,†J., King Saud University – Eng. Sciences, Accepted 16 March

El-Sheikh, A. I. (1991), “The effect of composite action on the behavior of space structuresâ€,

Ph.D. thesis, University of Cambridge, Department of Engineering, England.

EL-Sheikh, A. I. (1996), “Development of a new space truss systemâ€, J. Constr. Steel Res., 37(3),

-227.

Eltaly, B. (2010), “Nonlinear behavior of composite space trussâ€, Ph.D. Dissertation, Menoufia

University, Egypt.

Feng, F., Menghan S., and Xudong, Z., (2016) “Simplified design method and seismic

performance of space trusses with consideration of the influence of the stiffness of their

lower supporting columns,†Earthq Eng & Eng Vib, 15 (2), 401-40.

Hanaor, A., Marsh, C. and Parke, G. A. (1989), “Modification of behavior of double –

layer grids: overviewâ€, J. Struct. Div., ASCE, 115(5), 1021 – 1037.

Iffland, J. (1982), “Preliminary planning of steel roof space trussesâ€, J. Struct. Div., ASCE,

(ST11), 2578-2591.

Iffland, J. (1987), “Preliminary Design of Space Trusses and Framesâ€, Building Structural

Design Handbook, Wiley-Interscience Publication, New York.

Lan, T. T. (1985), “Space structures in chinaâ€, Int. J. Space Struct., 1(5), 155-160, London,

England.

Lan, T. T. (1999), “Space Frame Structuresâ€, Structural Engineering Handbook, Chen Wai-Fah,

Boca Raton: CRC Press LLC, Beijing, China.

Mezzina, M., Prete, G., and Tosto, A. (1975), “Automatic and experimental analysis for a model

of space grid in elasto-plastic behaviorâ€, Proceedings of Second International Conference

on Space Structures, Surrey, England.

Nawer, M. (2014), “Nonlinear behavior of space trusses with sandwich panelsâ€, MS.C. Thesis,

Menoufia University, Egypt.

Schmidt, L. C., and Hanaor, A. (1979), “Force limiting devices in space trussesâ€, J. Struct. Div.,

ASCE, 150(ST5), 939-951.

Schmidt, L. C., Morgan, P, R., and Clarkson, J. A. (1976), “Space trusses with brittle-type strut

bucklingâ€, J. Struct. Div., ASCE, 112(ST7), 1479-1492.

Schmidt, L.C., Morgan, P.R., and Hanaor, A. (1982), “Ultimate load testing of space

trussesâ€, J. Struct. Div., ASCE, 108(ST6), 1324 – 1335.

Shaaban, H. F. (1997), “Effect of composite action on a space truss system with continuous

chord members,†Ph. D. Dissertation, University of Dundee, UK.

Smith, E. M., (1988), “Alternate path analysis of space trusses for progressive collapseâ€,

J. Struct. Div., ASCE, 114(9), 1978 – 1999.

Yarza, A., Pavia, P., and Parke, G. (1993), “An introduction to the fire analysis of

double-layer gridsâ€, Space struct. 4, G. A. R. Parke and C. M. Howard, eds.,

Thomas Telford, 1(5), 683-691.

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2018-04-30

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How to Cite

STRUCTURAL PERFORMANCE OF SPACE TRUSSES UNDER FIRE. (2018). Malaysian Journal of Civil Engineering, 30(1). https://doi.org/10.11113/mjce.v30.15716