Seismic behavior of a RC column subjected to cyclic lateral loading after high temperature

Halit Erdem Çolakoğlu; Metin Hüsem

doi:10.61112/jiens.1806895

Seismic behavior of a RC column subjected to cyclic lateral loading after high temperature

Öz

Temperature causes many physical and chemical changes and has a negative impact on reinforced concrete (RC) structures. Long-term exposure to high temperatures reduces the strength and durability of RC elements and alters their seismic behavior. This study investigates the post-fire response of an RC column exposed to 600, 800, and 1000 °C following the ISO 834 standard fire curve. After natural cooling, the column behavior under cyclic lateral loading was analyzed. A finite element model was developed in ABAQUS to perform thermal analyses, followed by cyclic structural analyses. The effects of high temperature were evaluated in terms of changes in lateral load-carrying capacity and stiffness under different axial load levels. The results show that increasing temperature leads to a continuous reduction in both lateral load-carrying capacity and stiffness. At 1000 °C, these reductions reach approximately 53% and 85%, respectively. Based on these findings, RC columns exposed to temperatures of 600 °C and above 180 minutes should not be reused without strengthening. This study provides practical support for the post-fire evaluation of reinforced concrete structural elements.

Anahtar Kelimeler

Kaynakça

Phan LT, Lawson JR, Davis FL (2001) Effects of elevated temperature exposure on heating characteristics, spalling, and residual properties of high performance concrete. Mater Struct 34:83-91.
Noumowe AN, Clastres P, Debicki G, Bolvin M (1994) High temperature effect on high performance concrete (70-600 C) strength and porosity. Spec Publ 145:157-172.
Shao S, Wasantha PL, Ranjith PG, Chen BK (2014) Effect of cooling rate on the mechanical behavior of heated Strathbogie granite with different grain sizes. Int J Rock Mech 70:381-387.
Yin W, Feng Z, Zhao Y (2021) Effect of grain size on the mechanical behaviour of granite under high temperature and triaxial stresses. Rock Mech Rock Eng 54:745-758.
Erdoğan TY (1985) Aggregates, the Turkish ready mixed concrete association. Istanbul, Turkey.
Malhotra HL (1956) The effect of temperature on the compressive strength of concrete. Mag Concr Res 8(23):85-94.
Aköz F, Yüzer N, Koral S (1995) The in fluence of high temperature on the physical and mechanical properties of ordinary Portland cement and silica fume mortar. Tech J Turk Chamb Civ Eng Tmmob Insaat Muhendisleri Odasi 6:287–292.
Akman MS (1987) Materials of construction. Istanbul Technical University Press, Istanbul.

Akman S (2000) Yapı hasarları ve onarım ilkeleri. TMMOB İnşaat Mühendisleri Odası İstanbul Şubesi.
Samadhiya A, Bhunia D, Chakraborty S (2024) Alkali-Activation Potential of Sandstone Wastes with Electric Arc Furnace Slag as Co-additive. Arab J Sci Eng 49(4):5817-5833.
Samadhiya A, Bhunia D, Chakraborty S, Lahoti M (2024) Influence of activator ratios and concentration on the physio-mechanical and microstructural characteristics of the geopolymers derived from sandstone processing waste. ESPR, 1-16.
Gautam PK, Singh SP, Agarwal A, Singh TN (2022) Thermomechanical characterization of two Jalore granites with different grain sizes for India’s HLW disposal. Bull Eng Geol Environ 81(11):457.
Li Q, Wang M, Sun H, Yu G (2021) Effect of heating rate on the free expansion deformation of concrete during the heating process. J Build Eng 34:101896.
Arioz O (2007) Effects of elevated temperatures on properties of concrete. Fire Saf J 42(8):516-522.
Biolzi L, Cattaneo S, Rosati G (2008) Evaluating residual properties of thermally damaged concrete. Cem Concr Compos 30(10):907-916.
Felicetti R, Gambarova PG, Meda A (2009) Residual behavior of steel rebars and R/C sections after a fire. Constr. Build. Mater. 23(12):3546-3555.
Topçu İB, Karakurt C (2008) Properties of reinforced concrete steel rebars exposed to high temperatures. Adv Mater Sci Eng 2008(1):814137.
Bingöl AF, Gül R (2009) Residual bond strength between steel bars and concrete after elevated temperatures. Fire Saf J 44(6):854-859.
Chen YH, Chang YF, Yao GC, Sheu MS (2009) Experimental research on post-fire behaviour of reinforced concrete columns. Fire Saf J 44(5):741-748.
Ergün A, Kürklü G, Başpınar MS (2016) The effects of material properties on bond strength between reinforcing bar and concrete exposed to high temperature. Constr Build Mater 112:691-698.
Kodur VKR, Agrawal A (2016) An approach for evaluating residual capacity of reinforced concrete beams exposed to fire. Eng Struct 110:293-306.
Jiang CJ, Yu JT, Li LZ, Wang X, Wang L, Liao JH (2018) Experimental study on the residual shear capacity of fire-damaged reinforced concrete frame beams and cantilevers. Fire Saf J 100:140-156.
Jau WC, Huang KL (2008) A study of reinforced concrete corner columns after fire. Cem Concr Compos 30(7):622-638.
Dong Y, Fan W, Wang Q, Yang B (1996) Study on residual load-bearing capacity and reliability index of reinforced concrete slab post-fire. Fire Saf Sci 5:7-11.
Pul S, Atasoy A, Senturk M, Hajirasouliha I (2021) Structural performance of reinforced concrete columns subjected to high-temperature and axial loading under different heating-cooling scenarios. J Build Eng 42:102477.
ISO 834 (2014). Fire Resistance Tests Elements of Building Construction, Geneva, International Organization for Standardization (ISO). ISO 834
Abaqus/CAE V6.12 (2018) Programme, Dassault Systemes Simulia Corp. Providence, RI, USA.
Türkiye Bina Deprem Yönetmeliği, Afet ve Acil Durum Yönetimi Başkanlığı, Ankara, 2018.
TS EN 1992 – 1 – 2 (2004). Eurocode 2: Design of concrete structures – Part 1 – 2: General rules – Structural fire design.
TS EN 1993 – 1 – 2 (2005). Eurocode 3: Design of steel structures – Part 1 – 2: General rules – Structural fire design.
Vitorino H, Rodrigues H, Couto C (2020) Evaluation of post-earthquake fire capacity of a reinforced concrete one bay plane frame under ISO fire exposure. Struct. 23:602-611.
Kamath P, Sharma UK, Kumar V, Bhargava P, Usmani A, Singh B, et al (2015) Full-scale fire test on an earthquake-damaged reinforced concrete frame. Fire Saf J 73:1-19.
Shah AH, Sharma UK, Bhargava P (2017) Outcomes of a major research on full scale testing of RC frames in post earthquake fire. Constr Build Mater 155:1224-1241.
Parthasarathi N, Satyanarayanan KS (2020) Progressive collapse behavior of reinforced concrete frame exposed to high temperature. J Struct Fire Eng 12(1):110-124.
Çolakoğlu HE, Hüsem M (2025) Investigation of the cyclic load behavior of reinforced concrete frames exposed to high temperatures using the finite element method. Sigma 43(3):857-877.
Ren W, Sneed LH, Yang Y, He R (2015) Numerical simulation of prestressed precast concrete bridge deck panels using damage plasticity model. IJCSM, 9:45-54.
Zhao G, Zhang M, Li Y, Li D (2016) The hysteresis performance and restoring force model for corroded reinforced concrete frame columns. J Eng 2016(1):7615385.
Michał S, Andrzej W (2015) Calibration of the CDP model parameters in Abaqus. World Congress on Advances in Structural Engineering and Mechanics (ASEM 15), Incheon Korea.
Filippo MD (2016) Non-linear static and dynamic finite element analyses of reinforced concrete structures, Alborg University.
Dere Y, Koroglu MA (2017) Nonlinear FE modeling of reinforced concrete. IJSCER, 6(1):71-74.
Labibzadeh M, Zakeri M, Adel Shoaib A (2017) A new method for CDP input parameter identification of the ABAQUS software guaranteeing uniqueness and precision. Int J Struct 8(2):264-284.
Teklemariam DM, Hamunzala B (2016) Design of Thick Concrete Beams: Using Non-Linear FEM.
Sümer Y, Aktaş M (2015) Defining parameters for concrete damage plasticity model. Chall J Struct Mech 1(3):149-155.
Applied Technology Council, Mid-America Earthquake Center, Multidisciplinary Center for Earthquake Engineering Research (US), Pacific Earthquake Engineering Research Center, & National Earthquake Hazards Reduction Program (US). (2007). Interim testing protocols for determining the seismic performance characteristics of structural and nonstructural components. Federal Emergency Management Agency.
JGJ 138-2001 (2001) Technical specification for steel reinforced concrete composite structures.
Belkacem MA, Bechtoula H, Bourahla N, Belkacem AA (2019) Effect of axial load and transverse reinforcements on the seismic performance of reinforced concrete columns. Front Struct Civ Eng 13:831-851.
Jau WC, Huang KL (2008) A study of reinforced concrete corner columns after fire. Cem Concr Compo. 30(7):622-638.
Çolakoğlu HE, Hüsem M, Demir S, Akbulut YE, Yılmaz Y (2024) The behavior of reinforced concrete frames exposed to high temperature under cyclic load effect. Struct 63:106446.

Ayrıntılar

Birincil Dil

İngilizce

Konular

Deprem Mühendisliği, İnşaat Yapım Mühendisliği

Bölüm

Araştırma Makalesi

Yazarlar

Halit Erdem Çolakoğlu ^*
0000-0002-4498-3569
Türkiye

Metin Hüsem
0000-0002-6084-2192
Türkiye

Yayımlanma Tarihi

31 Ocak 2026

Gönderilme Tarihi

19 Ekim 2025

Kabul Tarihi

13 Ocak 2026

Yayımlandığı Sayı

Yıl 2026 Cilt: 6 Sayı: 1

DOI

https://doi.org/10.61112/jiens.1806895

IZ

https://izlik.org/JA35BN57WD

Kaynak Göster

RIS / Bibtex

APA

Çolakoğlu, H. E., & Hüsem, M. (2026). Seismic behavior of a RC column subjected to cyclic lateral loading after high temperature. Journal of Innovative Engineering and Natural Science, 6(1), 275-294. https://doi.org/10.61112/jiens.1806895

AMA

1.Çolakoğlu HE, Hüsem M. Seismic behavior of a RC column subjected to cyclic lateral loading after high temperature. JIENS. 2026;6(1):275-294. doi:10.61112/jiens.1806895

Chicago

Çolakoğlu, Halit Erdem, ve Metin Hüsem. 2026. “Seismic behavior of a RC column subjected to cyclic lateral loading after high temperature”. Journal of Innovative Engineering and Natural Science 6 (1): 275-94. https://doi.org/10.61112/jiens.1806895.

EndNote

Çolakoğlu HE, Hüsem M (01 Ocak 2026) Seismic behavior of a RC column subjected to cyclic lateral loading after high temperature. Journal of Innovative Engineering and Natural Science 6 1 275–294.

IEEE

[1]H. E. Çolakoğlu ve M. Hüsem, “Seismic behavior of a RC column subjected to cyclic lateral loading after high temperature”, JIENS, c. 6, sy 1, ss. 275–294, Oca. 2026, doi: 10.61112/jiens.1806895.

ISNAD

Çolakoğlu, Halit Erdem - Hüsem, Metin. “Seismic behavior of a RC column subjected to cyclic lateral loading after high temperature”. Journal of Innovative Engineering and Natural Science 6/1 (01 Ocak 2026): 275-294. https://doi.org/10.61112/jiens.1806895.

JAMA

1.Çolakoğlu HE, Hüsem M. Seismic behavior of a RC column subjected to cyclic lateral loading after high temperature. JIENS. 2026;6:275–294.

MLA

Çolakoğlu, Halit Erdem, ve Metin Hüsem. “Seismic behavior of a RC column subjected to cyclic lateral loading after high temperature”. Journal of Innovative Engineering and Natural Science, c. 6, sy 1, Ocak 2026, ss. 275-94, doi:10.61112/jiens.1806895.

Vancouver

1.Halit Erdem Çolakoğlu, Metin Hüsem. Seismic behavior of a RC column subjected to cyclic lateral loading after high temperature. JIENS. 01 Ocak 2026;6(1):275-94. doi:10.61112/jiens.1806895