Düzgün yayılı yük altındaki basit mesnetli dairesel plakların analitik ve sayısal yöntemlerle incelenmesi

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382820 Analytical and numerical investigation of uniformly loaded simply supported circular plates.pdf (1.12 MB)

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2014

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Civil Engineering
(2000)
The Atılım University Department of Civil Engineering was founded in 2000 as a pioneer for the Departments of Civil Engineering among the foundation schools of Ankara. It offers education in English. The Department of Civil Engineering has an academic staff qualified in all areas of the education offered. In addition to a high level of academic learning that benefits from learning opportunities through practice at its seven laboratories, the Department also offers a Cooperative Education program conducted in cooperation with renowned organizations in the construction sector. Accredited by MÜDEK (Association of Evaluation and Accreditation of Engineering Programs) (in 2018), our Department has been granted the longest period of accreditation to ever achieve through the association (six years). The accreditation is recognized by ENAEE (European Network for Accreditation of Engineering Education), and other international accreditation boards.

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Bu çalışmada düzgün yayılı yük taşıyan basit mesnetli dairesel plaklar analitik ve sayısal yöntemlerle incelenmiştir. Plaklarda (a) Elastisite Teorisi yaklaşımı ve (b) ince plaklar için Küçük Deplasman Teorisi metodları kullanılarak gerilme, birim şekil değiştirme ve yer değiştirme ifadeleri türetilmiştir. Bunlara ek olarak SAP 2000 yazılım paketi kullanılarak, sonlu eleman metodu temelinde problemin sayısal çözümü elde edilmiştir. Son olarak, farklı plak kalınlıkları için elde edilen analitik çözümler birbirleriyle ve sonlu eleman metodu sonuçlarıyla karşılaştırılmıştır.
Simply supported circular plates under uniform loading are investigated by analytical and numerical methods in this study. The stress, strain and displacement expressions are derived for the plates using the analytical methods based on (a) theory of elasticity approach, and (b) small displacement theory of thin plates. In addition to these, the numerical solution of the problem based on finite element method is obtained by using SAP 2000 software package. Finally, the results obtained by the analytical methods for different plate thicknesses are compared with each other and with the solutions obtained by the finite element method.

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İnşaat Mühendisliği, Civil Engineering

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0

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72

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https://hdl.handle.net/20.500.14411/6008

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Master Tezler / Master Thesis