Hasil Pencarian  ::  Simpan CSV :: Kembali

"​Isogeometric finite elements combine the numerical solution of partial differential equations and the description of the computational domain given by rational splines from computer aided geometric design. This work gives a well-founded introduction to this topic and then extends isogeometric finite elements by a local refinement technique, which is essential for an efficient adaptive simulation. There by a hierarchical approach is adapted to the numerical requirements and the relevant theoretical properties of the basis are ensured. The computational results suggest the increased efficiency and the potential of this local refinement method."

"The finite element method for solid and structural mechanics is the key text and reference for engineers, researchers and senior students dealing with the analysis and modeling of structures, from large civil engineering projects such as dams to aircraft structures and small engineered components.This edition brings a thorough update and rearrangement of the book?s content, including new chapters on :- Material constitution using representative volume elements- Differential geometry and calculus on manifolds- Background mathematics and linear shell theoryFocusing on the core knowledge, mathematical and analytical tools needed for successful structural analysis and modeling."

"This paper introduced a nonlinear finite element model using Msc.MARC to study behavior of concrete columns partially confined with metal sheet strips under uniaxial compression. The concrete and the metal sheet parts were modeled using the linear Mohr-Coulomb yield criterion and the Von-Mises yield criterion, respectively. Behaviors of the interface (bonding) material, both in the normal direction and the parallel direction to the interface, were modeled as a bilinear function based on the cohesive energy and the crack widths. The columns in this study had circular cross sections with the diameter of 15 cm and the height of 75 cm, wrapped around by 5 cm metal sheet strips. The results from 3D finite element modeling were analyzed for internally induced stresses and strains. The predicted column behavior was compatible with observed experimental data. The detailed mechanisms that were difficult to visualize during the laboratory experiments could be obtained from the analysis. It was revealed that the area of confinement and the number of applied metal sheet layers were important factors to the strength increase. The discrete confinement system was shown to be a promising alternative to the one-piece full-wrap system."

"Artificial intelligence (AI) techniques and the finite element method (FEM) are both powerful computing tools, which are extensively used for modeling and optimizing manufacturing processes. The combination of these tools has resulted in a new flexible and robust approach as several recent studies have shown. This book aims to review the work already done in this field as well as to expose the new possibilities and foreseen trends. "

"Suatu bidang dua dimensi yang berputar atau berevolusi pada suatu sumbu axis dikatakan sebagai solid axisymmetri. Dalam penulisan ini, modelisasi struktur solid axisymmetri dilakukan dengan Metode Elemen Hingga. Di mana kita mendiskritisasi struktur menjadi elemen-elemen yang lebih kecil dengan bentuk elemen triangular maupun quadrilateral. Diskritisasi struktur menggunakan elemen triangular 3 nodal dan elemen quadrilateral 4 nodal. Elemen triangular 3 nodal berarti titik nodal hanya berada pada sudut elemen. Pengertian yang sama juga berlaku untuk elemen quadrilateral 4 nodal. Nilai displacement dan tegangan yang diperoleh bergantung pada jumlah elemen yang digunakan dan bentuk diskritisasi strukturnya. Semakin banyak dan halus jaringan, idealnya akan memberikan nilai yang mendekati solusi eksak. Struktur solid axisymmetri dapat diaplikasikan pada thick wall cylinder, water tank, belleville spring atau pada tiang pancang tunggal. Modelisasi struktur solid axisymmetri dengan Metode Elemen Hingga dilakukan dengan menggunakan alat bantu komputer dan memanfaatkan software MATLAB versi 7.1. Selain itu menggunakan commercial software lainnya semisal ANSYS ED 10.1 student version untuk menetapkan bentuk diskritisasi struktur yang baik. Pada problem struktur yang memiliki solusi eksak, analisis numerik dengan mengaplikasikan software yang ada memperoleh hasil yang baik dilihat dari adanya korelasi antara jumlah elemen yang digunakan dan nilai solusi eksak. Sedangkan pada problem struktur yang tidak memiliki solusi eksak, hasil yang baik ditunjukkan dengan hasil berupa grafik asimtotik, sehingga dapat diperkirakan besarnya nilai peralihan dan tegangan yang terjadi.

---

An axisymmetric solid structure is a two-dimensional plane problem which is rotated or revolved under an axis. This bachelor thesis discusses about axisymmetric solid structure modelisation using Finite Element Method. By using Finite Element Method, we divide the structure into smaller discrete number of elements such as triangular element and quadrilateral element. Discretization of structure makes use of 3-node-triangular element and 4-nodequadrilateral element. Three-node-triangular element means that the nodes are only available at the corner of the element. The same explanation is valid for the 4-nodequadrilateral element. Value of displacement and stresses depends on the element that we use and also the type of the discretization which is applied to the structure. The more element and finer discretization applied, ideally the closer value to the exact solution got. Axisymmetric solid structures can be applied to the thick wall cylinder, water tank, Belleville spring, or single driven pile. Modelisation of axisymmetric solid using Finite Element Method is performed by making use of the computer and software, which is MATLAB version 7.1. Besides, we also use other commercial software such as ANSYS ED 10.1 student version to help us considering the best discretization made. For the structural problem which has the exact solution, the numerical analysis by applying the software shows that the results is good which is seen from the good correlation between the number of elements used and the exact solution value. While the structural problem which has no exact solution, good result shows from the asymptotic curve, then we may predict the magnitude of the displacement and stresses value occurred."