Investigation of the effects of connection elements on bending moment at L type disassembled furniture corner joints

Autor: Abdurrahman Karaman, Sait Dündar Sofuoğlu, Hüseyin Yeşi̇l

Publikováno v: Turkish Journal of Forestry, Vol 21, Iss 2, Pp 159-165 (2020)

In this study, the effects of distances between the fastener types and edges of member were investigated on bending moment of L-type disassembled furniture corner joints. For this purpose, Clamex P14 and Tenso P14 fasteners obtained from Lamello comp

Externí odkaz: https://doaj.org/article/802b26aed341484db6822f96d0486d68

KONSOL PALPLANŞ DUVARLARIN MAKSİMUM EĞİLME MOMENTİNİN ÇOKLU LİNEER REGRESYON ANALİZİ İLE TAHMİNİ

Autor: AKAN, Recep, SÜLEYMAN DEMİREL ÜNİVERSİTESİ

Publikováno v: Volume: 10, Issue: 1 247-256
Mühendislik Bilimleri ve Tasarım Dergisi

Sheet pile walls are flexible retaining structures that are used to hold the horizontal soil pressures behind them, especially in situations that cause stress changes such as excavation. They are divided into two as cantilever and externally supporte

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=od______1865::a22f8bfec6a5d0003bd7af0b7b395cdf
http://acikerisim.sdu.edu.tr/xmlui/handle/123456789/96155

The Effect of Internal Step on Joint Damage Load in Adhesive Joints Subject to Four Point Bending Load: Experimental and Numerical Analysis

Autor: ÇALIK, Ahmet, AKPINAR, Salih

Publikováno v: Volume: 5, Issue: 3 1128-1140
Osmaniye Korkut Ata University Journal of the Institute of Science and Technology
Osmaniye Korkut Ata Üniversitesi Fen Bilimleri Enstitüsü Dergisi

Havacılık, uzay ve otomotiv sektörlerinde kullanılan kompozit veya farklı tür malzemelerin birleştirilmesinde büyük avantajlarından dolayı sıklıkla tercih edilen birleştirme yöntemlerinden biri yapıştırıcıyla birleştirme yöntemi

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=tubitakulakb::5aa0a5f0518520a4ea62af70df7043d2
https://dergipark.org.tr/tr/pub/okufbed/issue/73710/1058960

KONSOL PALPLANŞ DUVARLARIN MAKSİMUM EĞİLME MOMENTİNİN ÇOKLU LİNEER REGRESYON ANALİZİ İLE TAHMİNİ

Autor: AKAN, Recep

Publikováno v: Volume: 10, Issue: 1 247-256
Mühendislik Bilimleri ve Tasarım Dergisi

Sheet pile walls are flexible retaining structures that are used to hold the horizontal soil pressures behind them, especially in situations that cause stress changes such as excavation. They are divided into two as cantilever and externally supporte

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=tubitakulakb::75b67fff12635f1d959db6803e3d2d39
https://dergipark.org.tr/tr/pub/jesd/issue/69033/999619

STRESS INTENSITY FACTOR FOR CENTER CRACKS IN CYLINDRICAL PIPES UNDER BENDING MOMENT, AXIAL STRESS AND INTERNAL PRESSURE

Autor: Mehmet AKTAŞ

Publikováno v: Pamukkale University Journal of Engineering Sciences, Vol 7, Iss 3, Pp 343-346 (2001)

In this study; the stress intensity factor was computed for a cylindrical object that was under effect of bending moment, axial stress and internal pressure. In order to make the calculations easy, the stress intensity factor was calculated individua

Externí odkaz: https://doaj.org/article/0e63d8877b2c4f1fb86d918b29091feb