Cyclic loading a parts in a flexible manufacturing cell.

Download
2002
Çorbacıoğlu, Umut

Suggestions

Cyclic scheduling of parts and robot moves in m-machine robotic cells
GÜLTEKİN, HAKAN; Coban, Betul; Akhlaghi, Vahid Eghbal (Elsevier BV, 2018-02-01)
We consider a flow shop type manufacturing cell consisting of m machines and a material handling robot producing multiple parts. The robot transfers the parts between the machines and loads/unloads the machines. We consider the cyclic scheduling of the parts and the robot moves with the objective of maximizing the throughput rate. We develop a mixed integer linear programming formulation of the problem. The formulation is improved with several valid inequalities and reformulations of the constraints. We als...
Cyclic Testing of Reinforced Concrete Double Walls
ALDEMİR, ALPER; Binici, Barış; Canbay, Erdem (2017-03-01)
Reinforced concrete double walls are semi-precast structural elements constructed with factory-produced concrete shells on two exterior sides and cast-in-place concrete in the middle of the section. Their use has been limited in seismic zones due to the difficulty of connecting the adjacent double walls for monolithic action, and providing suitable seismic details in the presence of the lattice girder that is used to hold the concrete shells together. These limitations were overcome with the invention of di...
Cyclic intersections and control of fusion
Isaacs, I. M.; Kızmaz, Muhammet Yasir (Springer Science and Business Media LLC, 2019-12-01)
Let H be a subgroup of a finite group G, and suppose that H contains a Sylow p-subgroup P of G. Write N=NG(H)\documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$$N = \mathbf{N}_{G}(H)$$\end{document}, and assume that the Sylow p-subgroups of H boolean AND Hg\documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usep...
Cyclic volumetric and shear strain responses of fine-grained soils
Bilge, Habib Tolga; Çetin, Kemal Önder; Department of Civil Engineering (2010)
Although silt and clay mixtures were mostly considered to be resistant to cyclic loading due to cohesional components of their shear strength, ground failure case histories compiled from fine grained soil profiles after recent earthquakes (e.g. 1994 Northridge, 1999 Adapazarı, 1999 Chi-Chi) revealed that the responses of low plasticity silt and clay mixtures are also critical under cyclic loading. Consequently, understanding the cyclic response of these soils has become a recent challenge in geotechnical ea...
Cyclic behavior of unidirectional and cross-ply titanium matrix composites
Neu, R.W.; Çöker, Demirkan; Nicholas, T. (1996-01-01)
Relatively simple and efficient micromechanical models are used to obtain the uniaxial response of SCS-6/Timetal 21S with [0](4) and [0/90](s) laminates when subjected to isothermal and thermomechanical fatigue (TMF) loadings. Features of the modeling that are required to obtain the accurate deformation behavior for this class of materials under these loadings are highlighted. To this end, a comparison is made between the concentric cylinder model and the uniaxial stress model for representing the [0] lamin...
Citation Formats
U. Çorbacıoğlu, “Cyclic loading a parts in a flexible manufacturing cell.,” Middle East Technical University, 2002.