Buradasınız

Anasayfa » Content

İçerisi Beton ile Doldurulmuş Çelik Kutu Kesitli Kolonların Gerilme-Şekil Değiştirme-Zaman İlişkilerinin İncelenmesi

Investigation of Stress-Strain-Time Relationships of Concrete Filled Steel Tube Columns

Journal Name:

  • Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi

Publication Year:

  • 2010

Key Words:

Keywords (Original Language):

Author NameUniversity of AuthorFaculty of Author
Abstract (2. Language): 
In this study, time dependent creep and shrinkage behaviors of concrete filled steel box section columns are investigated by using various methods. Time dependent behavior is examined by using effective modulus method, age-adjusted effective modulus method, creep rate method and Dischinger method. Shrinkage and creep strains are modeled using ACI 209 specification. In the study, in order to investigate time dependent behavior numerically, a concrete filled steel box section column is selected in a twenty story building and the time dependent stress decrease in concrete and stress increase in steel box section and the changes in strain components are calculated. Stress - time, strain - time and strain components - time graphics are shown and the advantages and the disadvantages of the numerical methods in modeling the time dependent behavior are revealed respectively.
Bookmark/Search this post with
Abstract (Original Language): 
Bu çalışmada, içerisi beton ile doldurulmuş çelik kutu kesitli kolonların zamana bağlı sünme ve büzülme davranışlarının çeşitli yöntemler ile incelenmesi amaçlanmıştır. Zamana bağlı davranışın incelenmesinde etkin modül yöntemi, yaş faktörüne bağlı etkin modül yöntemi, sünme oranı yöntemi ve geliştirilmiş Dischinger yöntemleri kullanılmıştır. Sünme ve büzülme şekil değiştirmeleri ACI 209 yönetmeliği kullanılarak modellenmiştir. Çalışmada, zamana bağlı davranışın nümerik olarak incelenebilmesi amacıyla yirmi katlı bir binada içerisi beton ile doldurulmuş çelik kutu kesitli bir kolon seçilmiş ve betondaki gerilme azalması, çelik kutu kesitteki gerilme artışı ile şekil değiştirme bileşenlerindeki değişimler hesaplanmıştır. Gerilme-zaman, şekil değiştirme-zaman, şekil değiştirme bileşenleri-zaman grafikleri sunulmuş ve yöntemlerin zamana bağlı davranışı modellemedeki avantaj ve dezavantajları araştırılmıştır.
FULL TEXT (PDF): 
PDF icon arastirmax-icerisi-beton-ile-doldurulmus-celik-kutu-kesitli-kolonlarin-gerilme-sekil-degistirme-zaman-iliskilerinin-incelenmesi.pdf
  • 1
11
19
  • Turkish

REFERENCES

References: 

ACI
209
. 1997. Prediction of creep, shrinkage and temperature effects in concrete structures, American Concrete Institute Committee 209, Detroit, USA.
AIJ. 1987. Structural calculations of steel reinforced concrete structures, Architectural Institute of Japan, Tokyo, Japan.
AISC. 2001. AISC, Manual of steel construction-load and resistance factor design (LRFD), 3rd Edition, American Institute of Steel Construction, Chicago, Illinois, USA.
Bazant, Z.P. 1988. Mathematical Modeling of Creep and Shrinkage of Concrete, John Wiley and Sons.
Bazant, Z.P. 1983. Mathematical model for creep and thermal shrinkage of concrete at high temperature, Nuclear Engineering and Design. (76), 183-191.
Bazant, Z.P. and Baweja, S. 1995a. "Justification and refinement of Model B3 for concrete creep and shrinkage,
I Statistics and sensivity", Materials and Structures (RILEM. Paris). (28), 415-430.
Bazant, Z.P. and Baweja, S. 1995b. "Justification and refinement of Model B3 for concrete creep and shrinkage,
II Updating and theoretical basis'; Materials and Structures (RILEM. Paris). (28), 488-495.
CEB. 1990. Model code for concrete structures, Comite Euro-Internationale du Beton (CEB)-Federation Internationale de la Precontrainte (FIP), Thomas Telford, London, England.
Eurocode 4. 1996. Design of composite steel and concrete structures, Part 1.1. General - common rules and rules for buildings, European Committee for Standardization, Brussels, Belgium.
Hajjar, J.F. 2000. Concrete-filled steel tube columns under earthquake loads. Prog. Struct. Engng. Mater. (2), 72-81.
Ho, P.H.K. 2007. "Economics planning of super tall buildings in Asia Pacific Cities'" International Federation of Surveyors, The XXX FIG General Assembly and Working Week, 13-17.05.2007, Hong Kong.
Morino, S., Kawaguchi, J. and Cao, Z.S. 1996. "Creep behavior of concrete - filled steel tubular members'" Composite Construction in Steel and Concrete III: Proc. Engineering Foundation Conf., Irsee, Germany. 514-525.
Nakai, H., Kurita, A. and Ichinose, H. 1991. "An experiment study on creep of concrete filled pipes'" Proc. 3rd Int. Conf. on Steel - Concrete Composite Structures. 55-60.
Neville, A.M. 1997. Properties of Concrete. 4th Ed., Wiley, New York, USA.
Neville, A.M., Dilger, W.H. and Brooks, J.J. 1983. Creep of Plain and Stuctural Concrete, Construction Press, Longman Group Ltd., New York, USA.
Shanmugam, N.E. and Lakshmi, B. 2001. State of the art report on steel-concrete composite columns, Journal of Constructional Steel Research. (57), 1041-1080.
Susantha, K.A.S., Ge, H. and Usami, T. 2001. Uniaxial stress-strain relationship of concrete confined by various shaped steel tubes, Engineering Structures. (23), 1331-1347.
Terry, P.J., Bradford, M.A. and Gilbert, R.I. 1994. "Creep and shrinkage of concrete in concrete - filled circular steel tubes" Proc. 6th Int. Symposium on Tubular Structures, Melbourne, Australia. 293-298.
Pamukkale University, Journal of Engineering Sciences, Vol. 16, No. 1,2010
18
İçerisi Beton ile Doldurulmuş Çelik Kutu Kesitli Kolonların Gerilme-Şekil Değiştirme-Zaman İlişkilerinin...
Torres, L., Almansa F.L., Cahis, X. and Bozzo, L.M. 2003. A numerical model for sequential construction, repairing and strengthening of 2-d concrete frames, Engineering Structures. (25), 323-336.
Uy,
B
. 1998a. Ductility, strength and stability of concrete filled fabricated steel box columns for tall buildings, The Structural Design of Tall Buildings. (7), 113-133.
Uy,
B
. 1998b. Concrete-filled fabricated steel box columns for multi storey buildings: behavior and design, Progress in Structural Engineering and Materials. 1 (2), 150-158.
Uy,
B
. and Bradford, M.A. 1994. "Local buckling of composite steel - concrete rectangular columns'" Proc. 5th Int. Conf. on Steel Structures, The Steel Advantage, Jakarta, Indonesia. 313-321.
Uy,
B
. and Bradford M.A. 1996. Elastic local buckling of steel plates in composite steel - concrete members, Engineering Structures, 18 (3), 193-200.
Uy,
B
. and Patil, S.B. 1996. Concrete filled high strength steel box columns for tall buildings: behaviour and design, The Structural Design of Tall Buildings. (5), 75-94.
Naguib, W. and Mirmiran, A. 2003. Creep modeling for concrete-filled steel tubes. Journal of Constructional Steel Research. (59), 1327-1344.
Wise, C.M., Bridges, H.W., Walsh, S.R., Smith, C.J., Cross, P.T. and Bailey, P.A. 1996. The new Commerzbank headquarters, Frankfurt, Germany, The Structural Engineer, J. Instn. Struct. Engrs, UK, 74 (7), 111-122.

Thank you for copying data from http://www.arastirmax.com