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Online since: September 2011
Authors: Yun Xu, Zhong Yang, Bing Zhao, Xu Jun Chen
El-centro wave(1940),Taft wave(1952) and Ninghe wave(1976), were respectively used to simulate earthquake excitations for calculating the structural elastoplastic responses.
Comput struct 1999(169):1-18 [5] Zhu K,Al-Bermani FGA, Kitipornchai S.
Online since: October 2013
Authors: Dong Pyo Hong, Hyung Gon Shin, Seung Hyeon Yoo, Seon Woo Park
.%) Material Al V C Fe O N TOE specimen 6.13 3.90 .003 .14 .118 .006 <.30 Table 2 Mechanical properties of Ti-6Al-4VELI Material UTS (psi) YS0.2% (psi) Hardness (HRC) EL (%) Ti-6Al-4V alloy 134000 123000 31 17 Fig. 1 Insert tips (b) K10 (c) TT1300 (a) CNMG3210 Experiment method.
Online since: October 2014
Authors: Diana Popescu, Robert Iacob
El-Tamimi, M.H.
Al-Ahmari, Virtual Assembly in a semi-immersive environment, World Academy of Science, Engineering and Technology journal 7, (2013) pp. 02-26 [8] G.
Online since: November 2005
Authors: Seung Bok Choi, Kyung Su Kim
Recently, in order to explicitly demonstrate this, a flow mode test device which is very similar to an ER damper proposed by Kamath et al. [6] was devised, and the field-dependent yield shear stress was evaluated and compared between two modes under various temperatures and shear rates [11].
El Wahed, J.L.
Online since: February 2019
Authors: Ruslan R. Safin, Aigul Ravilevna Shaikhutdinova, A.E. Voronin
Durgante, E.L.
Tjeerdsma et al., Process development of treatment of wood with modified hot oil, In: Wood Modification: Processes, Properties and Commercialisation, 2nd European Conference on Wood Modification.
Online since: September 2021
Authors: Elena Ivan’kova, Gleb Vaganov, Vladimir Yudin, Vyacheslav Vaganov
Vaganov, A.L.
[14] E.L.
Online since: May 2004
Authors: M.B. Plavšić, B. Bugarski, Iva Pajić-Lijaković, B. Čubrić, R.S. Popović, M. Cvetković, N.L. Lazić
The total elastic free energy A of the network is obtained by summing elastic free energy of � chains in the network of volume V at temperature T is ( ) ( )022 1 * 2/3, �� += =rkTr TVAA i v i el (2) The elastic force for deformation L is then given by: Usual approximation in most theoretical models describing behavior of elastomer materials is the Gauss form of conformational distribution function.
Bauer, at al., Rubb.
Online since: September 2013
Authors: Sandeep Kumar, Ahmed A.I. Elrayah, Sonny Irawan, Ghulam Abbas
[11] A.S.Al-Yami and H.A.Nasr-El-din: An Innovative Cement Formula to Prevent Gas Migration Problems in HT/HP Wells, SPE International Symposium on Oilfield Chemistry ,Texas, USA (2009).
Online since: July 2015
Authors: Daniela Schalk-Kitting, Bettina Suhr, Michael Koplenig, Wolfgang Weiß
Simulations of the cross die were conducted with LS Dyna using the Barlat YLD 2000 material model (MAT 133) and fully integrated shells (EL type 16 – with IDOF = 3) with an element size of 2 mm (no adaptive grid refining).
Weiss et al.: “Enhanced formability assessment of AHSS sheets” (ENFASS – Rearch Fund for Coal and Steel) –RFSR-CT-2011-00020 – Report, (2015) – to be published
Online since: October 2015
Authors: Tiit Kaljuvee, Rein Kuusik, Vilma Petkova
For element analyses (Vario EL analyzer) the previously air-dried and ground samples were supplementary dried at 105 °C for 24 hours.
Vyazovkin, et al.
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