TY  - JOUR
T1  - Kohezif ara yüzey elemanlar aracılığıyla dairesel yığma kemerlerin sistematik olarak modellenmesi ve kırılma mekanizmalarının belirlenmesi
TT  - Modeling of circular masonry arches systematically via cohesive interface elements and determination of failure mechanisms
AU  - Kömürcü, Sedat
PY  - 2025
DA  - April
Y2  - 2025
DO  - 10.28948/ngumuh.1590866
JF  - Niğde Ömer Halisdemir Üniversitesi Mühendislik Bilimleri Dergisi
JO  - NÖHÜ Müh. Bilim. Derg.
PB  - Nigde Omer Halisdemir University
WT  - DergiPark
SN  - 2564-6605
SP  - 504
EP  - 515
VL  - 14
IS  - 2
LA  - tr
AB  - Bu çalışmada, yığma kemerler geliştirilen basitleştirilmiş mikro modelleme tekniği ile modellenmekte ve yığma kemerlerin doğrusal olmayan davranışları 3 boyutlu sonlu elemanlar kullanılarak analiz edilmektedir. Yığma kemerlerin doğrusal olmayan davranışı, kohezif bölge malzemesi (KBM) kullanılarak temas ve hedef elemanlarla elde edilmektedir. Sunulan modelde, yığma kemerleri oluşturan yığma birim sayısı, yığma birimlerin yerleştirildiği açı değeri, kemer üzerinde yükün etki ettiği bölgeler göz önüne alınarak sistematik şekilde ara yüzey elemanlar oluşturulmaktadır. Ayrıca yığma kemerlerin analizlerinde önemli bir aşama olan yığma kemer geometrisinin oluşturulması konusunda pratik bir yaklaşım sunulmaktadır. Böylece farklı geometrik parametrelere sahip yığma kemerler modele kolaylıkla dâhil edilebilmektedir. Oluşturulan model ile hem düzlem içi hem de düzlem dışı davranış incelenebilmektedir. Oluşturulan model ile yığma kemerlerin kırılma mekanizmaları pratik şekilde analiz edilmekte ve model kullanılarak mafsal bölgeleri başarıyla belirlenmektedir. Bu çalışmayla yığma kemerlerin doğrusal olmayan davranışlarının analizine katkı sağlayan bir model sunularak bu yapıların analizleri için pratik olarak kullanılabilir bir çözüm aracı ortaya konulmaktadır.
KW  - Basitleştirilmiş mikro modelleme
KW  - Kırılma mekanizması
KW  - Kohezif bölge malzemesi
KW  - Plastisite
KW  - Yığma kemer
N2  - In this study, masonry arches are modeled using developed simplified micro modeling technique and nonlinear structural behavior of masonry arches are analyzed using 3D finite element models. Nonlinear behavior of masonry arches is obtained with the contact and target elements using cohesive zone material (CZM) model. Interface elements are systematically created by taking into account the number of masonry units, the angle value at which the masonry units are placed, and the loading conditions. In addition, a practical approach is presented for the creation of the geometry of the masonry arch, which is an important stage in the analysis of masonry arches. In this way, masonry arches with different geometric parameters can be easily included in the model. Hinge zones are also determined with this model very efficiently. With the created model, both in-plane and out-of-plane behavior can be examined. It is seen that; the collapse mechanisms of masonry arches can be analyzed practically and the hinge regions are determined successfully using the model. In this study, a model that contributes to the analysis of nonlinear behavior of masonry arches is presented and a practically usable solution is presented for the analysis of these structures.
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CR  - ANSYS 23.0 (2023) Element reference.
UR  - https://doi.org/10.28948/ngumuh.1590866
L1  - https://dergipark.org.tr/en/download/article-file/4391745
ER  -