ISSN: 2455-2631 © March 2021 IJSDR | Volume 6 Issue 3 An Exploration of Euler- Bernoulli beam under impulse load using wavelet spectral finite element (WSFE) method: A Review 1Anurag Dhankhar, 2Jaswant Singh 1M. Tech. Scholar, 2Assistant Professor Structural Engineering CBS Group of Institutions Abstract: The proposed Euler-Bernoulli Beam Vibration technique and wavelet spectral finite element methodology may both meet the criteria. Sites chosen for effect, participation, and results Wavelets are being used for the first time in many years. Mechanics engineering issues are addressed and evaluated utilising the wavelet transform. Mechanical reaction studies to extract model parameters, noises, damage evaluations, and so on; solution of mechanical system differential equations, transformation, and wave propagation problems utilising wavelets. Aspects of structural dynamics that deal with lower frequencies, such as vibration, cover a broad variety of subjects in addition to those previously mentioned. Instead of being created by high-frequency excitations and including high-frequency excitation research, the study of Kilohertz transient responses is produced by low-frequency excitations and using low-frequency excitations. When it comes to wavelet analysis, the main focus is on wavelet-based spectrum analysis of wave propagation. The review paer used a simulation method to create a numerical approach to validate their findings. Keywords: Euler- Bernoulli Beam, Wavelet Spectral Finite Element (WSFE), Numerical Approach I. INTRODUCTION Wavelets have been in the for a long time. In engineering mechanical difficulties, the wavelet transform is utilized to solve and evaluate problems. The application a variety of including analyses of mechanical responses to extract model parameters, noises, damage measurements, and so on, and solution for mechanical system differential equations; solving transformation and solving and wave propagation problems with wavelets. Structural dynamics is concerned with lower frequencies, such as those range just vibration it includes investigation a in addition to topics. on the other hand, is caused by high-frequency excitations and involves the investigation of transient responses with frequencies in the Kilohertz range. Techniques for resolving problems involving structural dynamics. It is possible to find an answer to the question through characteristics, primarily forms, the modeling system loads, movement, and so on. When dealing with such as system often connected together. Wavelet analysis is included in this paper as well, although the primary emphasis is on the wavelet-based spectrum analysis of wave propagation. An is simulated the based approach, which is numerical methodology developed by the researchers. This technique adds to the computational efficiency of spectrum analysis while also offering many benefits over Fourier transformed spectral analysis, particularly for catching phenomena that are near to the field of observation. Euler Bernoulli beam In elasticity, the Euler – Bernoulli beam theory is a simplification that provides a technique for predicting the load carrying and deflection characteristics of beams. It is derived from the linear theory of elasticity and is used in beam design. It is designed to deal with the scenario when a beam has small deflections due to just side loads. As a result, the Timoshenko beam theory is an exceptional case. It was first proclaimed about 1750, but it wasn't extensively utilized until the building of the Eiffel Tower and the Ferris wheel in the late nineteenth century that it became popular. Following these successful demonstrations, it quickly established itself as a cornerstone of engineering and a key enabler of the Second Industrial Revolution. Even though other mathematical models, like as plate theory, have been developed, the simplicity of beam theory has made it an important tool in study, particularly in structural and mechanical engineering. Beams are used in a variety of thin engineering projects, including framed buildings, robotic arms, enormous among others. rigidly flexible coupled deformation of piqued the attention of many researchers in recent decades, due to the improvement of standards and the increasing number of requests [1–10]. A reduction in the beam model size is made in accordance with the assumption of a stiff cross-section. In the meanwhile, special attention must be given to parameterization and the discretion of the restricted rotation. In general, it is understood that the geometrically with and stresses to be stated, and that this theory has served as the basis for many later finite element formulations. As described in the utilized the rotational vectors incremental independently. There have now been many different for a variety discrete that created. In their paper [1, for the. Ibrahimbegovi and colleague’s technique for directly interpolating the whole vector of rotation to achieve their results. Jelenic and Crisfield [13] proposed a new formulation based on the interpolation of incremental local rotations, which they call the incremental local rotation interpolation formulation. In an alternative approach, suggested interpolating basis instead of interpolating the basis vectors themselves. The "Timoshenko beam" elements, on the other hand, are often referred to as such with the occurrence of "Shear locking," are commonly referred to as such elements. A further difficulty is that rotational vectors are physically non-additive, and the ability to guide compromising pressure measurements difficult problem IJSDR2103110 International Journal of Scientific Development and Research (IJSDR) www.ijsdr.org 662 ISSN: 2455-2631 © March 2021 IJSDR | Volume 6 Issue 3 to solve [14, 15]. Shabana and Yakoub developed the so-called absolute nodal beam coordination formulation [16, 17] in order to get over the problems associated with finite rotation at the time of their invention. coorders pitches of form which has been specifically created, may accurately represent arbitrarily large stiff body motions with high precision. This formula produces a constant mass matrix; however, it has a problem with Poisson locking because of the way it is written. For the to work properly, must always stay all. This allows model to include both translation displacement and rotation fields in a single model. On the assumption of small displacements, straightforward corotational process [19–22] often makes use of the components of the beam Euler-Bernoulli as a result of this. However, only a formula provided systems arbitrarily stiff substantial created flat big that is based on the overall Lagrangian formulation. This beam element is used in large displacement analysis. The Euler-Bernoulli beam element, which has no single characteristic and each node has an overall total of eight degrees of liberty, has been proposed by This beam element combines the position with the orientation and is devoid of a single characteristic (locations, strand). In spite of this, the resulting regulatory collection cause further complications when the numerical solutions are computed. The Euler-hypothesis and Bernoulli's theorem make the complicated, but they do offer an idea for interpolating the objective rotations. On this foundation, the authors develop a spatial Euler-Bernoulli element for the rigid-flexible dynamic analysis of coupling. Each node includes six generalized node co-ordinates, which include the global vector of displacement and the rotation vector, as well as the global vector of rotation. Provided that the normal strain is just a small amount, we ignore the impact of of normal strain, and we get a centre position by applying Hermite interpolation to combine the It is possible to guarantee that the perpendicular assumption is met at both ends of the line, and the tangent centreline field may be computed. The cross-section orientation is then achieved via a series of consecutive rotations, with the remaining throughout the process. we may satisfy while also avoiding problem of "shear locking." They are nonlinear stiff differential equations amount of just a little amount of elastic vibration. Because of the presence temporal stiff These high frequencies serve as an artifact of spatial discretization and provide under consideration. There have been many attempts to integrate numeric dissipation into time integration techniques, such as the approaches developed by Newmark [24], Wilson [25], and the extended [26] approach, with varying degrees of success. Using finite element modeling as an example, this article offers an efficient technique to decrease the complexity of solving the stiff governing equation of the model. The average strains are injected over a brief period of time on the basis of this spatial beam element in order to replace the initial passing strains in the nodal force’s expression. After that, a new finite element model is created that allows all high frequency components to be filtered out while still including the appropriate components. even a non-stiff capable of resolving the governing equations in the given situation. II. LITERATURE REVIEW S. Rahmatalla and G. Rahmatalla collaborated on this project (2021), It is shown in this research that a new method of detecting dynamic responses may be used. By using four-element models of the Voigt and broader varieties, it is possible to derive formula limit. The proposed identification method combines modal forms with an optimization strategy for pattern search to provide a more