AN ANALYTICAL ATTEMPT IN FINDING THE ELASTIC FIELDS IN TWO JOINED QUARTER SPACES DUE TO AN INTERIOR POINT LOAD / (Kayıt no. 292891)

MARC ayrıntıları
000 -BAŞLIK
Sabit Uzunluktaki Kontrol Alanı 02577nam a22002657a 4500
003 - KONTROL NUMARASI KİMLİĞİ
Kontrol Alanı KOHA
005 - EN SON İŞLEM TARİHİ ve ZAMANI
Kontrol Alanı 20241009143915.0
008 - SABİT UZUNLUKTAKİ VERİ ÖGELERİ - GENEL BİLGİ
Sabit Alan 240927d2024 cy deo|| |||| 00| 0 eng d
040 ## - KATALOGLAMA KAYNAĞI
Özgün Kataloglama Kurumu CY-NiCIU
Kataloglama Dili eng
Çeviri Kurumu CY-NiCIU
Açıklama Kuralları rda
041 ## - DİL KODU
Metin ya da ses kaydının dil kodu eng
090 ## - Yerel Tasnif No
tasnif no D 435
Cutter no I27 2024
100 1# - KİŞİ ADI
Yazar Adı (Kişi adı) Ibrahim, Shihab Ahmed
245 10 - ESER ADI BİLDİRİMİ
Başlık AN ANALYTICAL ATTEMPT IN FINDING THE ELASTIC FIELDS IN TWO JOINED QUARTER SPACES DUE TO AN INTERIOR POINT LOAD /
Sorumluluk Bildirimi SHIHAB AHMED IBRAHIM ; SUPERVISOR, ASST. PROF. DR. SALAHEDDIN SABRI
264 ## - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE
Date of production, publication, distribution, manufacture, or copyright notice 2024
300 ## - FİZİKSEL TANIMLAMA
Sayfa, Cilt vb. 153 sheets ;
Boyutları 30 cm
Birlikteki Materyal +1 CD ROM
336 ## - CONTENT TYPE
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Content type term text
Content type code txt
337 ## - MEDIA TYPE
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Media type term unmediated
Media type code n
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502 ## - TEZ NOTU
Tez Notu Thesis (PhD) - Cyprus International University. Institute of Graduate Studies and Research Civil Engineering
520 ## - ÖZET NOTU
Özet notu In many applications, such as structure, soil mechanics, soil-foundation interaction,<br/>composite materials behavior, or welded materials, when the free surface is close by,<br/>the problem of two joined quarter spaces under a body force is useful to explain the<br/>behavior of the two media under load. Due to the domain's complexity, up to date, no<br/>analytical solution for determining elastic fields inside the two regions has been<br/>offered. The problem of a point load acting at the interior of one of the two joined<br/>isotropic quarter spaces is addressed in this study. In terms of Papkovich-Neuber<br/>functions, the elastic fields for the two regions are presented. Both traction-free<br/>boundary conditions and complete interface bonding were used for the solution. To<br/>overcome the complexity of the partial differential equations of boundary conditions,<br/>Green's analysis and a proposed potential Green's function of two joined quarter spaces<br/>were integrated with the integral image method. For various material combinations,<br/>stress distributions across the two regions and displacement on the free surfaces of the<br/>two-quarter spaces are shown. The continuity of stresses and displacements at the<br/>interface was preserved, but some stress disruption on the free surface was seen. The<br/>proposed harmonic functions and/or the domain's complexity may be responsible for<br/>the stress disturbance. Despite the disturbance of the stress on the free boundary, the<br/>solution leads back to all the previously well-known problems, such as Rongved,<br/>Mindlin, Boussinesq, Cerutti, and Kelven’s problem.
650 #0 - KONU BAŞLIĞI EK GİRİŞ - KONU TERİMİ
Konusal terim veya coğrafi ad Civil Engineering
Alt başlık biçimi Dissertations, Academic
700 1# - EK GİRİŞ - KİŞİ ADI
Yazar Adı (Kişi adı) Sabri, Salaheddin
İlişkili Terim supervisor
942 ## - EK GİRİŞ ÖGELERİ (KOHA)
Sınıflama Kaynağı Dewey Onlu Sınıflama Sistemi
Materyal Türü Thesis
Mevcut
Geri Çekilme Durumu Kayıp Durumu Sınıflandırma Kaynağı Kredi için değil Koleksiyon Kodu Kalıcı Konum Mevcut Konum Raf Yeri Kayıt Tarih Source of acquisition Toplam Ödünçverme Yer Numarası Demirbaş Numarası Son Görülme Tarihi Kopya Bilgisi Fatura Tarihi Materyal Türü Genel / Bağış Notu
    Dewey Onlu Sınıflama Sistemi   Tez Koleksiyonu CIU LIBRARY CIU LIBRARY Depo 27.09.2024 Bağış   D 435 I27 2024 T3894 27.09.2024 C.1 27.09.2024 Thesis Civil Engineering
    Dewey Onlu Sınıflama Sistemi   Tez Koleksiyonu CIU LIBRARY CIU LIBRARY Görsel İşitsel 27.09.2024 Bağış   D 435 I27 2024 CDT3894 27.09.2024 C.1 27.09.2024 Suppl. CD Civil Engineering
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