A Class of Simple and Efficient Degenerated Shell Elements Analysis of Global Spurious-mode Filtering

نویسنده

  • L. VU-QUOC
چکیده

Results obtained for a class of degenerated shell elements formulated in convected (curvilinear) coordinates are presented. Each node has five degrees of freedom, with displacements expressed directly in global coordinates. Rotations o'f directors are treated in an efficient manner that preserves continuity across interelement boundaries, and allows treatment of general boundary conditions. A continuous field of local triads can be generated by a method proposed herein. A plane stress linear constitutive relation is developed with respect to a general system of curvilinear coordinates whose transverse coordinate is not necessarily normal to the shell lamina. Element stiffness matrices are obtained in a form directly ready for global assemblage, avoiding completely local-global transformations. Uniform reduced-integration is employed to relieve shear and membrane locking. It is shown analytically that spurious zero-energy modes are invariant under change of element geometry. These spurious modes are filtered in a reliable and efficient manner that preserves consistency of the element, aud is insensitive to change of material constants and geometric parameters. Spurious-mode filtering is performed directly at the global level. The element passes patch tests, and is robust under severe element distortions. Extensive numerical results are presented to assess the performance of the element. Practical aspects of implementing the present formulation are also discussed. The same filtering methodology can be applied to other shell formulations as well.

برای دانلود متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

ثبت نام

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

منابع مشابه

قالب جزء محدود پوسته استوانه ای

Curls and curves of a shell interweave its various strain modes and link them together. This interactional behavior has yet frustrated all attempts for the construction of shell templates, which needs for an individual element test in traditional approaches. Such a test fails to work for shell elements and must be reconstructed. In this paper, it is tried to study shell interactional behavior a...

متن کامل

An Efficient Strain Based Cylindrical Shell Finite Element

The need for compatibility between degrees of freedom of various elements is a major problem encountered in practice during the modeling of complex structures; the problem is generally solved by an additional rotational degree of freedom [1-3]. This present paper investigates possible improvements to the performances of strain based cylindrical shell finite element [4] by introducing an additio...

متن کامل

Investigating the role of high-rise building shell elements in reducing energy consumption (case example: Isfahan Cascade doctors' residential towers)

Significant energy is used to provide and maintain environmental conditions for thermal comfort in high-rise residential buildings, which largely depends on the components of the shell design. Therefore, to achieve high amounts of energy savings in buildings, high-impact design measures must first be defined and then optimized. This study seeks to answer the question of how the components of th...

متن کامل

Multi Attribute Analysis of a Novel Compact UWB Antenna with Via-fed Elements for Dual Band Notch Function (RESEARCH NOTE)

A compact microstrip-fed antenna with dual notched bands is proposed. First, a simple basic configuration is presented for Ultra Wide Band (UWB) applications and then the dual band notched structure is extended from the UWB one. The basic structure of the UWB antenna consists of a simple square radiating patch and a ground plane with a wide square slot on back of the substrate. A semi-circle sh...

متن کامل

Weight Optimum Design of Pressurized and Axially Loaded Stiffened Conical Shells to Prevent Stress and Buckling Failures

An optimal design of internal pressurized stiffened conical shell is investigated using the genetic algorithm (GA) to minimize the structural weight and to prevent various types of stress and buckling failures. Axial compressive load is applied to the shell. Five stress and buckling failures as constraints are taken into account. Using the discrete elements method as well as the energy method, ...

متن کامل

ذخیره در منابع من


  با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید

برای دانلود متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

ثبت نام

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

عنوان ژورنال:

دوره   شماره 

صفحات  -

تاریخ انتشار 1987