Finite Element Study of Energy Absorption in Corrugated Beams

نویسندگان

  • Avinash P Deshpande
  • Hamid M Lankarani
  • Suresh Raju Keshavanarayana
چکیده

This work is focused on the finite element study of the energy absorbing behavior of aluminum (corrugated webs). The aim is to study the mechanism of energy absorption in specific metallic structures by understanding these mechanisms. The sine wave web (or corrugated web) structural component constructed of aluminum has been chosen as the specific structural element for this study. The sine wave exhibits similar energyabsorption trend as tubes, but it represents a more realistic and efficient configuration directly usable in design when compared to tube elements. The principal objectives are, (1) to perform an Eigen value analysis of the sine wave web, a parametric study of the corrugated beam is done by varying the wavelength, amplitude and young’s modulus of the corrugated web and calculate the buckling load, and (2) comparison of the buckling load from the finite element analysis with that of the Eigen value analysis and the energy absorption predicted from the finite element study. The energy absorption behavior of sine wave webs loaded in axial compression is to be investigated in theoretical territories. Study is conducted to analyze the effect of geometric parameter i.e. the included angle on the energy absorption of the corrugated web. A finite element model for the energy absorption in the sine wave web is developed by assigning aluminum properties to the sine wave web model. The included angle of the web is varied and the energy absorption is observed for the different included angles. The crash-impact behavior of the sine wave web is studied by calculating the energy absorption analytically from the finite element study. Some important conclusions are pointed out as a result of this investigation.

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

Finite Element Method for Static Cyclic Behavior of Steel Shear Wall with Corrugated Plates

The system of steel shear wall is an initiative resistance system against the lateral load such as an earthquake and the wind that has been researched in the last three decades. Currently, this system is noticed more than other systems because of adequate stiffness, ductility, and more energy absorption. The system of steel shear wall with corrugated sheets has been offered as an innovative sys...

متن کامل

Experimental and Numerical Study of Energy Absorption Capacity of Glass Reinforced SCC Beams

Various experimental studies have been carried out on glass fiber reinforced concrete (GFRC), but in limited studies, the behavior of this type of concrete is evaluated using finite element method (FEM). In this study an analysis model is presented for predicting energy absorption capacity of glass fiber reinforced self-compacting concrete (GFRCSCC) beams and the results are compared with exper...

متن کامل

Improving the Performance of the Sandwich Panel with the Corrugated Core Filled with Metal Foam: Mathematical and Numerical Methods

A new type of composite structure with a metal foam is reinforced by the metal corrugated core, called metal-foam-filled sandwich panel with a corrugated or V-frame core, is modelled, simulated, and studied in this article. All types of samples with different relative densities of the foam are tested and analyzed under the drop hammer load. The sandwich panel included two aluminium face-sheet, ...

متن کامل

A New Finite Element Formulation for Buckling and Free Vibration Analysis of Timoshenko Beams on Variable Elastic Foundation

In this study, the buckling and free vibration of Timoshenko beams resting on variable elastic foundation analyzed by means of a new finite element formulation. The Winkler model has been applied for elastic foundation. A two-node element with four degrees of freedom is suggested for finite element formulation. Displacement and rotational fields are approximated by cubic and quadratic polynomia...

متن کامل

Shear-Flexural Interaction in Analysis of Reduced Web Section Beams using VM Link Element

Reduced web section beams in shear-yielding moment-resistant steel frames are used for energy dissipating of earthquakes. The finite element analysis indicates that failure mode of these beams are governed by the combination of shear force and flexural moment. Therefore the analysis of frames with reduced web section beams needs consideration of shear-flexural interaction in those sections. In ...

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 2009