Czasopismo
2016
|
Vol. 16, no. 4
|
753--766
Tytuł artykułu
Autorzy
Wybrane pełne teksty z tego czasopisma
Warianty tytułu
Języki publikacji
Abstrakty
Specimens of reinforced concrete (RC) cantilever beams connected by a welded plate joint to an RC main beam were investigated. Load tests and fire tests were conducted to examine structural behavior and fire resistance of the joint. Under flexural load, the main failure modes of the joint were splitting of the welded plate and rebar yielding. The joint moment capacity depended on ability of the joint to resist tensile forces in the beam rebars. The ultimate loads were about 50% and 70% of corresponding cast-in-place specimens, for the joints with 4-mm and 6-mm thick plates, respectively. To simply estimate the moment capacity, the plate in its width direction was modeled as a beam with fixed ends, and the forces in tensile rebars acted as point loads. The proposed computation of the moment capacity was validated with the tests and with FE simulations, for both moment magnitudes and failure types. By using fire tests, fire protections of the joint such as thin or thick mortar plaster, or a flexible sealant, were investigated. The thick plaster and the sealant provided fire resistances exceeding 2 h. However, the flexible sealant coped better of these two with the separating and swelling behaviors.
Czasopismo
Rocznik
Tom
Strony
753--766
Opis fizyczny
Bibliogr. 22 poz., rys., tab., wykr.
Twórcy
autor
- Department of Civil Engineering, Faculty of Engineering, Prince of Songkla University, Songkhla 90110, Thailand, ppattamad@eng.psu.ac.th
autor
- Department of Civil Engineering, Faculty of Engineering, Prince of Songkla University, Songkhla 90110, Thailand
autor
- Department of Civil Engineering, Faculty of Engineering, Prince of Songkla University, Songkhla 90110, Thailand
Bibliografia
- [1] H.H. Korkmaz, T. Tankut, Performance of a precast concrete beam-to-beam connection subject to reversed cyclic loading, Engineering Structures 27 (2005) 1392–1407.
- [2] M. Seckin, H.C. Fu, Beam–column connections in precast reinforced concrete construction, ACI Structural Journal 87 (3) (1990) 252–261.
- [3] K. Soubra, J.K. Wight, E. Naaman, Fiber reinforced concrete joints for precast construction in seismic areas, ACI Structural Journal 88 (1) (1991) 214–221.
- [4] A.A. Mandt, Moment rotation effects on the stability of columns in precast concrete structures, Ph.D. thesis, University of Nottingham, United Kingdom, 1992.
- [5] H. Gorgun, Semi-rigid behavior of connections in precast concrete structures, Ph.D. thesis, University of Nottingham, United Kingdom, 1997.
- [6] R. Ragupathy, Semi-rigid connections in precast concrete frames, Ph.D. thesis, City University, Northampton Square, United Kingdom, 1993.
- [7] K.S. Ellioll, G. Davies, H. Gorgun, M.R. Adlparvar, The stability of precast concrete skeletal structures, PCI Journal 43 (2) (1998) 42–60.
- [8] M.E. Rodríguez, M. Torres-Matos, Seismic behavior of a type of welded precast concrete beam-column connection, PCI Journal 58 (2013) 81–94.
- [9] M. Zermeo, A. Fuentes, C. Aire, Cyclic lateral load response of beam–column connections for precast construction, Internal Report 1704, Instituto de Ingeniea, UNAM, Mexico City, Mexico, 1992.
- [10] S.A. Bilgin, Behavior of dry joints under seismic action, M.Sc. thesis, Ankara: Department of Civil Engineering, Middle East Technical University, Turkey, 1986.
- [11] T. Tankut, U. Ersoy, Precast concrete members with welded plate connections under reversed cyclic loading, PCI Journal 38 (4) (1993) 94–100.
- [12] N. Boonklom, Companion of beam-column connection strength using steel plate and cast-in-place connections, Master thesis, Construction Engineering Technology King Mongkut's University of Technology North Bangkok, Thailand, 2010.
- [13] J. Thawonpaisanchewa, Structural behavior and proposed design equations for prefabricated beam-column connections, Master thesis, Civil Engineering King Mongkut's Institute of Technology North Bangkok, Thailand, 2006.
- [14] ANSYS, ANSYS Multiphysics, Version 11.0 SP1, ANSYS Inc., Canonsburg, PA, 2007.
- [15] CEN (European Committee for Standardisation), EN 1992-1-2, Eurocode 2: design of concrete structures, Part 1.2: general rules-structural fire design, British Standards Institution, London, 2004.
- [16] S. Zhou, D.C. Rizos, M.F. Petrou, Effects of superstructure flexibility on strength of reinforced concrete bridge decks, Computers & Structures 82 (1) (2004) 13–23.
- [17] T. Pothisiri, P. Panedpojaman, Modeling of mechanical bond– slip for steel-reinforced concrete under thermal loads, Engineering Structures 48 (2013) 497–507.
- [18] P. Dybeła, K. Furtakb, The effect of ribbed reinforcing bars location on their bond with high-performance concrete, Archives of Civil and Mechanical Engineering 15 (4) (2015) 1070–1077.
- [19] P. Panedpojaman, T. Pothisiri, Bond characteristics of reinforced normal-strength concrete beams at elevated temperatures, ACI Structural Journal 111 (6) (2014) 1351–1362.
- [20] CEN (European Committee for Standardisation), EN 1992-1-1, Eurocode 2: design of concrete structures, Part 1.2: general rules and rules for buildings, British Standards Institution, London, 2004.
- [21] CEN (European Committee for Standardisation), EN 1991-1-2, Eurocode 1: actions on structures – Part 1.2: general actions – actions on structures exposed to fire, British Standards Institution, London, 2004.
- [22] ASTM, Standard test methods for fire tests of building construction and materials, ASTM E119, West Conshohocken, PA, 2007.
Uwagi
PL
Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę
Typ dokumentu
Bibliografia
Identyfikatory
Identyfikator YADDA
bwmeta1.element.baztech-2f1fc287-58e7-4e3f-b14c-222ce0dceb0c