Strengthening of Cylindrical Steel Water Tank Under the Seismic Loading

Ali İhsan Çelik; Mehmet Metin Köse; Tahir Akgül; Ahmet Celal Apay

doi:10.17780/ksujes.441831

Araştırma Makalesi

Strengthening of Cylindrical Steel Water Tank Under the Seismic Loading

Yıl 2018, , 334 - 345, 24.12.2018

Ali İhsan Çelik , Mehmet Metin Köse , Tahir Akgül , Ahmet Celal Apay

https://doi.org/10.17780/ksujes.441831

Cited By: 6

Öz

Cylindrical steel tanks are widely used to water store and for cooling
in nuclear power plants. The seismic behaviour of liquid storage tanks is very
complicated due to the hydrodynamic pressures of the fluids in them. In this
paper, the epoxy-carbon coating method is suggested to improve of seismic
performance of cylindrical steel tanks. Composite epoxy-carbon materials are
widely used for winding thin walled cylindrical steel structures. After tank
had coated with epoxy–carbon composite material, it was observed that
Equivalent (von-Mises) stresses significantly decreased. The maximum hoop
stress in the unprotected tank is 81.92 MPa, while the maximum stress is
reduced to 44.77 MPa after it was coated with the epoxy-carbon.

Kaynakça

[1] Bayraktar A, Sevim B, Altunışık A C, Türker T. Effect of the model updating on the earthquake behavior of steel storage tanks. J Constr Steel Res, 2010, 66: 462–468
[2] F.H. Hamdan, Seismic behaviour of cylindrical steel liquid storage tanks, J. Constr. Steel Res. 53 (3) (2000) 307–333.
[3] M.A. Haroun, G.W. Housner, Earthquake response of deformable liquid storage tanks, J. Appl. Mech. Trans ASME 48 (2) (1981) 411–418.
[4] B. Hunt, N. Priestley, Seismic water-waves in a storage tank, B Seismol. Soc. Am. 68 (2) (1978) 487–499.
[5] Y. Tang, Dynamic-response of tank containing 2 liquids, J. Eng. Mech. ASCE 119 (3) (1993) 531–548.
[6] A.S. Veletsos, Y. Tang, H.T. Tang, Dynamic-response of flexibly supported liquid storage tanks, J. Struct. Eng. ASCE 118 (1) (1992) 264–283.
[7] Houser, G. W.,“Earthquake Pressures on Fluid Containers”, Eighth Technical Report under Office of Naval Research, Project Designation No. 081 - 095, California Institute of Technology, Pasadena, California, pp. 02-16, Aug.-1954
[8] Housner G W. Dynamic pressures on accelerated fluid containers. Bull Seismol Soc Am, 1957, 47(1): 15–35
[9] Housner G W. The Dynamic Behavior of Water Tanks. Bull Seismol Soc Am, 1963, 53(2): 381–387
[10] Malhotra P K, Wenk T, Wieland M. Simple Procedure for Seismic Analysis of Liquid-Storage Tanks. Struct Eng Int, 2000, 10(3): 197–201
[11] Sunitha K R, Jacob B. Dynamic Buckling Of Steel Water Tank Under Seismic Loading. International Journal of Civil Engineering[Editor1] (IJCE), 2015, 4(6): 81–90
[12] Mohamadshahi M, Afrous A. General considerations in the seismic analysis of steel storage tanks. Journal of Scientific Research and Development[Editor2], 2015, 2(6): 151–156
[13] Brebbia C A, Popov V, Popov V. Thirty-third international conference on Boundary Elements and Other Mesh Reduction Methods XXXIII. Southamption: Wit Press[Editor3], 2011,286, web link: https://books.google.com.tr/books?id=bOwoKUfWONIC&printsec=frontcover&hl=tr#v=onepage&q&f=false
[14] Naghdali H, Hamid K, Masoud G, Ehsan A, Navid K. Comparison of API650-2008 provisions with FEM analyses for seismic assessment of existing steel oil storage tanks. J Loss Prevent Proc Ind 2013;26(4).
[15] J.M. Spritzer, S. Guzey, “Review of API 650 Annex E: Design of large steel welded abovegrounstorage tanks excited by seismic loads”, Thin-Walled Structures 112 (2017) 41–65, 2017.
[16] S. Nicolici, R.M. Bilegan, “Fluid structure interaction modeling of liquid sloshing phenomena in flexible tanks”, Nucl. Eng. Des. 258 (2013) 51–56.
[17] Morozov, Valery V. Vasiliev and Evgny V. Composite materials and structure materials. Elsevier ltd. no. 685, tarih yok.
[18] Daniel, I.M., Ishai, O.,s. Engineering Mechanics of Composite Material. New York: Oxford University Press, 1994.
[19] https://quizlet.com. tarih yok. https://quizlet.com/110694842/ch-9-flash-cards (erişildi: 01 11, 2018).
[20] Dr. Douglas S. Cairns, Lysle A. Wood Distinguished Professor. http://www.montana.edu. 2009.
[21] http://www.montana.edu/dcairns/documents/composites/MSUComposites2009.pdf (evaliable date: 01 11, 2018).
[22] «http://gemite.com.» tarih yok. http://gemite.com/wp-content/uploads/2013/04/Carbon_Structural_Strengt

Strengthening of Cylindrical Steel Water Tank Under the Seismic Loading

Yıl 2018, , 334 - 345, 24.12.2018

Ali İhsan Çelik , Mehmet Metin Köse , Tahir Akgül , Ahmet Celal Apay

https://doi.org/10.17780/ksujes.441831

Cited By: 6

Öz

Silindirik çelik sıvı tankları nükleer enerji santrallerde su depolamak ve soğutma amacıyla yaygın olarak kullanılmaktadır. Sıvı depolama tanklarının sismik davranışları, içlerdikleri akışkanların hidrodinamik basınçlarından dolayı çok karmaşıktır. Bu makalede, silindirik çelik sıvı tanklarının sismik performansının iyileştirilmesi için epoksi-karbon ile kaplama yöntemi önerilmiştir. Kompozit epoksi-karbon malzemeler, ince duvarlı silindirik çelik yapıların sarılması için yaygın olarak kullanılmaktadır. Deponun epoksi-karbon kompozit malzeme ile kaplanmasından sonra, Equivalent (von-Mises) stresin ciddi şekilde azaldığı gözlemlenmiştir. Korunmasız tanktaki maksimum çember gerilimi 81.92 MPa iken, maksimum çevre gerilimi epoksi-karbon ile kaplandıktan sonra 44.77 MPa'ya düşmüştür

Anahtar Kelimeler

ANSYS, Silindirik Çelik Tankı, SEM, Sismik Analiz

Kaynakça

[1] Bayraktar A, Sevim B, Altunışık A C, Türker T. Effect of the model updating on the earthquake behavior of steel storage tanks. J Constr Steel Res, 2010, 66: 462–468
[2] F.H. Hamdan, Seismic behaviour of cylindrical steel liquid storage tanks, J. Constr. Steel Res. 53 (3) (2000) 307–333.
[3] M.A. Haroun, G.W. Housner, Earthquake response of deformable liquid storage tanks, J. Appl. Mech. Trans ASME 48 (2) (1981) 411–418.
[4] B. Hunt, N. Priestley, Seismic water-waves in a storage tank, B Seismol. Soc. Am. 68 (2) (1978) 487–499.
[5] Y. Tang, Dynamic-response of tank containing 2 liquids, J. Eng. Mech. ASCE 119 (3) (1993) 531–548.
[6] A.S. Veletsos, Y. Tang, H.T. Tang, Dynamic-response of flexibly supported liquid storage tanks, J. Struct. Eng. ASCE 118 (1) (1992) 264–283.
[7] Houser, G. W.,“Earthquake Pressures on Fluid Containers”, Eighth Technical Report under Office of Naval Research, Project Designation No. 081 - 095, California Institute of Technology, Pasadena, California, pp. 02-16, Aug.-1954
[8] Housner G W. Dynamic pressures on accelerated fluid containers. Bull Seismol Soc Am, 1957, 47(1): 15–35
[9] Housner G W. The Dynamic Behavior of Water Tanks. Bull Seismol Soc Am, 1963, 53(2): 381–387
[10] Malhotra P K, Wenk T, Wieland M. Simple Procedure for Seismic Analysis of Liquid-Storage Tanks. Struct Eng Int, 2000, 10(3): 197–201
[11] Sunitha K R, Jacob B. Dynamic Buckling Of Steel Water Tank Under Seismic Loading. International Journal of Civil Engineering[Editor1] (IJCE), 2015, 4(6): 81–90
[12] Mohamadshahi M, Afrous A. General considerations in the seismic analysis of steel storage tanks. Journal of Scientific Research and Development[Editor2], 2015, 2(6): 151–156
[13] Brebbia C A, Popov V, Popov V. Thirty-third international conference on Boundary Elements and Other Mesh Reduction Methods XXXIII. Southamption: Wit Press[Editor3], 2011,286, web link: https://books.google.com.tr/books?id=bOwoKUfWONIC&printsec=frontcover&hl=tr#v=onepage&q&f=false
[14] Naghdali H, Hamid K, Masoud G, Ehsan A, Navid K. Comparison of API650-2008 provisions with FEM analyses for seismic assessment of existing steel oil storage tanks. J Loss Prevent Proc Ind 2013;26(4).
[15] J.M. Spritzer, S. Guzey, “Review of API 650 Annex E: Design of large steel welded abovegrounstorage tanks excited by seismic loads”, Thin-Walled Structures 112 (2017) 41–65, 2017.
[16] S. Nicolici, R.M. Bilegan, “Fluid structure interaction modeling of liquid sloshing phenomena in flexible tanks”, Nucl. Eng. Des. 258 (2013) 51–56.
[17] Morozov, Valery V. Vasiliev and Evgny V. Composite materials and structure materials. Elsevier ltd. no. 685, tarih yok.
[18] Daniel, I.M., Ishai, O.,s. Engineering Mechanics of Composite Material. New York: Oxford University Press, 1994.
[19] https://quizlet.com. tarih yok. https://quizlet.com/110694842/ch-9-flash-cards (erişildi: 01 11, 2018).
[20] Dr. Douglas S. Cairns, Lysle A. Wood Distinguished Professor. http://www.montana.edu. 2009.
[21] http://www.montana.edu/dcairns/documents/composites/MSUComposites2009.pdf (evaliable date: 01 11, 2018).
[22] «http://gemite.com.» tarih yok. http://gemite.com/wp-content/uploads/2013/04/Carbon_Structural_Strengt

Toplam 22 adet kaynakça vardır.

Ayrıntılar

Birincil Dil	İngilizce
Konular	İnşaat Mühendisliği
Bölüm	İnşaat Mühendisliği
Yazarlar	Ali İhsan Çelik 0000-0001-7233-7647 Mehmet Metin Köse 0000-0002-7462-1577 Tahir Akgül 0000-0003-4826-9212 Ahmet Celal Apay 0000-0003-4826-9212
Yayımlanma Tarihi	24 Aralık 2018
Gönderilme Tarihi	9 Temmuz 2018
Yayımlandığı Sayı	Yıl 2018

Kaynak Göster

APA	Çelik, A. İ., Köse, M. M., Akgül, T., Apay, A. C. (2018). Strengthening of Cylindrical Steel Water Tank Under the Seismic Loading. Kahramanmaraş Sütçü İmam Üniversitesi Mühendislik Bilimleri Dergisi, 21(4), 334-345. https://doi.org/10.17780/ksujes.441831