the temperature gradient mechanism, a sharp temperature gradientis generated by laser irradiation and the residual compressivestrain causes permanent bending deformation toward the directionof the incoming laser beam. Most of the pulsed laser bendingprocesses are attributed to the temp[r]
water equations is produced using an extension of the SUPG concept, but rely- ing upon the characteristics of the advection matrix (transport as well as the free-surface wave speeds) to develop the test function to be applied to the coupled set of equations. The shallow-water eq[r]
beam-to-column joint in Figure 2.Figure 1 - Extended End Plate Connection Figure 2 - Connection LoadingAccurate analysis of the connection is difficult due to the number of connection componentsand their inherit non-linear behaviour. The bolts, welds, beam and column sections,co[r]
In this report an algorithm is developed to address the numerical difficulties in modeling surges and jumps in a computational hydraulics model. The model itself is a finite element computer code representing the 2-D shallow water equations. The technique developed to add[r]
The idea of this paper is to compute and simulate the distribution of local and global fields (magnetic flux density, magnetic field, eddy current, joule loss, current and voltage) in conducting and non-conducting regions. The H-Φ magnetodynamic formulations is proposed for massive inductors in orde[r]
[Ks] because it may lead to “locking” phenomenon with 2-point Gauss-Legendre rule formulation. This phenomenon can be cured by using 1-point Gauss-Legendre rule formulation for the shear stiffness matrix. The obtained solutions are sensitive with meshes. The more number of layers is the more[r]
walls change back to parallel. The heights of the water surface are indicated by the contours in both model and flume. The maximum and minimum heights compare fairly well. The shape is good as well. Generally the wave from the shallow-water equation will be swept downstream less than that fro[r]
for which it is apparent that we can propose a test function as which can be returned to the original system in terms of the variable Q as The size and direction of the added odd function is then based upon the magnitude and direction of the characteristics. This particul[r]
Case 2: Dam Break This second case is a comparison to hydraulic flume results reported in Bell, Elliot, and Chaudhry (1992). A plan view of the flume facility is shown in Figure 22. The flume was constructed of Plexiglas and simulates a dam break through a h[r]
thc kinh nghim. Do đó, vic xây dng chng trình tính toán dao đng h trc tàu thy bng phng pháp phn t hu hn cho các công ty thit k và đóng mi ti Vit Nam nhm tránh các nguy him nêu trên, gim bt chi phí mua thit k t nc ngoài và dn làm ch đc các công vic thit k tàu là[r]
αn,i> 0 for each i ∈{1, 2, ,N} and {rn} is a real sequence in a, ∞ with a>0.Then the authors proved that {xn} converges strongly to ΠFx0, where F Ni1FTi ∩ EPf.Very recently, Zegeye and Shahzad 25 introduced a new scheme for finding anelement in the[r]
Electromagnetic devices are present everywhere in our daily life. In particular, they extremely play an important role in the fields of the electrical system. Therefore, the modeling and analyzing the electromagetic problems become currently a matter of concern and topicality for researchers and des[r]
ment of the baseplate.All the surgical procedures were performed by the samesurgeon using and the same surgical approach. All caseshad undergone a standard posterior stabilized TKA usingcemented fixation of either the Genesis II or Profix System(Smith & Nephew, Memphis,[r]
In general, the fluctuation of the elastic modulus of materials is crucial in structural analysis. This paper develops a stochastic finite element method (SFEM) for analyzing a nonuniform column considering the random process in elastic modulus. This random process of elastic modulus is assumed as a[r]
0.Proof. The proof of this theorem is similar to that of Step 1 in Theorem 3.5 and Step 2–Step 6in Theorem 4.1.Remark 4.3. If M 1, we can obtain the two corresponding theorems in 10.AcknowledgmentThis research is supported by Fundamental Research Funds for the Central Universities[r]