Abstract
In this study, the buckling behavior of thin-walled cylindrical tanks exposed to sulfuric acid corrosion was investigated, and the buckling performance losses were recovered by reinforcing with Carbon fiber reinforced polymer (CFRP). Experiments were planned for three groups: Control samples without corrosion, full CFRP models and variable CFRP application group. The experiments were performed with 12 models of 800 × 400 × 0.45-mm dimensions. The prepared solutions were applied to the sealed test models as full and ½-filled and then exposed to sulfuric acid solution for 24 h, after which the experiments were performed. The mass losses were determined from the weights of the cylindrical samples, which were discharged after 24 h. After the corrosion, CFRP was applied to the cylinder, at ½ height of the cylinder and at 10 cm from its midpoint. The prepared model samples were placed in the test apparatus and sealed. In the experiments, vacuum was made using the vacuum pump, and data were recorded using the load cell. Deformations were measured by strain gauges and LVDT and transferred to the computer using a data collection device (datalogger). After data collection, vacuum-displacement plots were made. We aimed to recover a material that has undergone acid corrosion. The main goal of this work is to use the theoretical model, which is evaluated for limited geometrical ratios and for the perfect models, for the prediction of buckling behavior of sulfuric acid corroded thin-walled steel shells. We observed that the samples exposed to corrosion recovered 20–60% of their lost strength by CFRP application.
Similar content being viewed by others
References
Ahmed YM, Abdul AH, Kadhum AB, Mohamad AR, Daud MS, Takriff SK, Kamarudin NM (2009) Stability of layer forming for corrosion inhibitor on mild steel surface under hydrodynamic conditions. Int J Electrochem Sci 4:707–716
Ameen SYM (2017) Study of effect of salt content over establishment of chemical corrosion mechanism In: Khurmala Crude Oıl. Case: Desalter Unıt At Cps (Central Process Sectıon), Yuzuncu Yıl Unıversıty, Turkey
Aydın Korucuk FM, Maali M, Kılıç M, Aydın AC (2019) Experimental analysis of the effect of dent variation on the buckling capacity of thin-walled cylindrical shells. Thin-Walled Struct 143:106259. https://doi.org/10.1016/j.tws.2019.106259
Bumandian I (2014) Corrosion of steel members strengthenened with carbon fiber reinforced polymer sheets
Cabrini M, Lorenzi S, Pastore T (2014) Corrosione dell’acciaio al carbonio in acque debolmente acide contenenti ioni tiosolfato e solfito, La Metallurgia Italiana, 11–12
Çalı Ş (2016) İnşaat Çeliklerinin Sıcak Daldırma Yöntemiyle Alüminyum Kaplaması ve Korozyon Özelliklerinin İncelenmesi. Atatürk Üniversitesi, Turkey
Cuong-Le T, Tranf LV, Vu-Huua T, Abdel-Wahab M (2019) The size-dependent thermal bending and buckling analyses of composite laminate microplate based on new modified couple stress theory and isogeometric analysis. Comput Methods Appl Mech Eng 350:337–361. https://doi.org/10.1016/j.cma.2019.02.028
Doğan G (2006) Atmosferik Korozyonun Metal Yapı Malzemelerine Etkisi Üzerine Deneysel Bir Çalışma ve Yapay Siniz Ağı İle Korozyon Hızı Tahmini. Anadolu Üniversitesi, Turkey
Gadala IM, Wahab MA, Alfantazi A (2016) Numerical simulations of soil physicochemistry and aeration influences on the external corrosion and athodic protection design of buried pipeline steels. Mater Des 97:287–299. https://doi.org/10.1016/j.matdes.2016.02.089
Ghazijahani TG, Jiao H, Holloway D (2015) Timber filled CFRP jacketed circular steel tubes under axial compression. Constr Build Mater 94:791–799. https://doi.org/10.1016/j.conbuildmat.2015.07.151
Göksu Ç (2012) Seismic behaviour of RC columns with corroded plain and deformed reinforcing bars. İstanbul Tehcnical Univercity, Turkey
Haedir J, Zhao X-L (2011) Design of short CFRP-reinforced steel tubular columns. J Constr Steel Res 67:497–509. https://doi.org/10.1016/j.jcsr.2010.09.005
Jawad MH (1994) Theory and design of plate and shell structures. Chapman & Hall, London
Kabadayı E (2013) Yüksek Krom ve Nikalli Dökme Çeliklerin Mekanik ve Korozyon Özelliklerine Yaşlandırma ve Borlama Isıl İşleminin Etkisi. Karabük Üniversitesi, Turkey
Kaftan MA (2006) Çelik Yapılarda Korozyon Oluşumu ve Korozyondan Korunma Yöntemlerinin Maliyet Açısından Karşılaştırılması. Pamukkale Üniversitesi, Turkey
Kulıckı JM, Prucz Z, Sorgenfreı DF and Mertz DR (1990) Guıdelınes for evaluating corrosion effects in existing steel bridges, National Cooperative Highway Research Program Report
Kürklü G (2011) Korozyon ve Yüksek Sıcaklık Durumunun Betonarme Çeliklerinin Fiziko-Mekanik Özelliklerine Etkisi. Afyon Kocatepe Üniversitesi, Turkey
Lugauskas A, Bikulčius G, Bučinskienė D, Selskienė A, Pakštas V, Binkauskiene E (2016) Long-time corrosion of metals (steel and aluminium) and profiles of fungi on their surface in outdoor environments in Lithuania. Inst Chem Cent Phys Sci Technol 27(3):135–142
Maali M, Kılıç M, Yaman Z, Ağcakoca E, Aydın AC (2019) Buckling and post-buckling behavior of various dented cylindrical shells using CFRP strips subjected to uniform external load: comparison of theoretical and experimental data. Thin-Walled Struct 137:29–39. https://doi.org/10.1016/j.tws.2018.12.042
Manliza CWM (2003) A critical study on corrosion and corrosion control methods for piping systems in Hong Kong. The Hong Kong Polytechnic University, Chiana
Padanattil A, Lakshmanan M, Jayanarayanan K, Mini KM (2018) Strengthening of plain concrete cylinders with natural FRP composite systems. Iran J Sci Technol Trans Civ Eng. https://doi.org/10.1007/s40996-018-0197-x
Patane G, Proverbio E, Risitano A (2002) Corrosion induced failure of an air cylinder. Eng Fail Anal 9:481–487
Rahgozar R (2010) Remaining moment capacity of corroded steel beams. Int J Steel Struct 10(2):165–176
Ross CTF (2007) A proposed design chart to predict the inelastic buckling Loads for conical shells under uniform external Load. Mar Technol 44(2):77–81
Saklakoğlu N, Irizalp SG, Gökdemir ZE, Polat S (2016) AISI 304 ve 316 paslanmaz çeliğinin HCl ve H2SO4 çözeltilerindeki gerilim korozyon çatlaması davranışı, Mühendislik Dergisi Cilt:7, Sayı: 1:139-150
Sankaran M, Shi P (2001) Corrosion fatigue reliability of aging structures, Vanderbilt University. Prog Struct Eng Mater 3:188–197. https://doi.org/10.1002/pse.77
Sarvghad M, Del Aguila D, Willa G (2019) Optimized corrosion performance of a carbon steel in dilute sulfuric acid through heat treatment. Appl Surf 49(1):460–468. https://doi.org/10.1016/j.apsusc.2019.06.180
Sharifi Y, Rahgozar R (2010) Evaluatıon of the remaining shear capacity in corroded steel I-beams. Adv Steel Constr 6(2):803–816
Showkati H (2008) Lateral-torsional buckling of castellated beams. Iran J Sci Technol Trans B Eng 32(B2):153–156 Printed in The Islamic Republic of Iran
Showkati H, Shayandeh J (2012) The effect of rotational imperfection on the buckling and post-buckling behavior of steel frames. Iran J Sci Technol Trans Civ Eng 36(1):93–96
Sönmez U, Çavuşoğlu N and Ceyhun V (2016) Orbital Tig Kaynak Yöntemiyle Kaynak Edilmiş Dubleks Paslanmaz Çeliklerin Mekanik, metalurjik ve Korozyon Özellikleri, in Kaynak Kongresi IX. Ulusal Kongre ve Sergisi Bildirileri Kitabı
Taraghi P, Showkati H (2018) Investigation of the buckling behavior of thin-walled conical steel shells subjected to a uniform external load. Iran J Sci Technol Trans Civ Eng. https://doi.org/10.1007/s40996-018-0213-1
Teng JG, Hu YM (2007) Behavior of FRP-jacketed circular steel tubes and cylindrical shells under axial compression. Constr Build Mater 21:827–838. https://doi.org/10.1016/j.conbuildmat.2006.06.016
Tran LV, Wahab MA, Seung-Eock K (2017) An isogeometric finite element approach for thermal bending and buckling analyses of laminated composite plates. Compos Struct 179:35–49. https://doi.org/10.1016/j.compstruct.2017.07.056
Venstel E, Krauthaer T (2001) Thin plates and shells: theory: analysis, and applications. Marcel Dekker Inc., New York
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Kılıç, M., Çinar, M. Buckling Behavior of Sulfate-Corroded Thin-Walled Cylindrical Steel Shells Reinforced with CFRP. Iran J Sci Technol Trans Civ Eng 45, 2267–2282 (2021). https://doi.org/10.1007/s40996-020-00494-7
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s40996-020-00494-7