<?xml version="1.0" encoding="UTF-8"?><!DOCTYPE article  PUBLIC "-//NLM//DTD Journal Publishing DTD v3.0 20080202//EN" "http://dtd.nlm.nih.gov/publishing/3.0/journalpublishing3.dtd"><article xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink" dtd-version="3.0" xml:lang="en" article-type="research article"><front><journal-meta><journal-id journal-id-type="publisher-id">AM</journal-id><journal-title-group><journal-title>Applied Mathematics</journal-title></journal-title-group><issn pub-type="epub">2152-7385</issn><publisher><publisher-name>Scientific Research Publishing</publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="doi">10.4236/am.2012.33037</article-id><article-id pub-id-type="publisher-id">AM-18095</article-id><article-categories><subj-group subj-group-type="heading"><subject>Articles</subject></subj-group><subj-group subj-group-type="Discipline-v2"><subject>Physics&amp;Mathematics</subject></subj-group></article-categories><title-group><article-title>
 
 
  Nonconforming Mixed Finite Element Method for Nonlinear Hyperbolic Equations
 
</article-title></title-group><contrib-group><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>aihong</surname><given-names>Wang</given-names></name><xref ref-type="aff" rid="aff1"><sup>1</sup></xref><xref ref-type="corresp" rid="cor1"><sup>*</sup></xref></contrib><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>Cheng</surname><given-names>Guo</given-names></name><xref ref-type="aff" rid="aff2"><sup>2</sup></xref><xref ref-type="corresp" rid="cor1"><sup>*</sup></xref></contrib></contrib-group><aff id="aff2"><addr-line>Department of Mathematics, Zhengzhou Normal University, Zhengzhou, China</addr-line></aff><aff id="aff1"><addr-line>Department of Mathematical and Information Scientific, Henan University of Economics and Low, Zhengzhou, China</addr-line></aff><author-notes><corresp id="cor1">* E-mail:<email>waih777@163.com(AW)</email>;<email>gc_scv@163.com(CG)</email>;</corresp></author-notes><pub-date pub-type="epub"><day>27</day><month>03</month><year>2012</year></pub-date><volume>03</volume><issue>03</issue><fpage>231</fpage><lpage>234</lpage><history><date date-type="received"><day>December</day>	<month>22,</month>	<year>2011</year></date><date date-type="rev-recd"><day>February</day>	<month>13,</month>	<year>2012</year>	</date><date date-type="accepted"><day>February</day>	<month>21,</month>	<year>2012</year></date></history><permissions><copyright-statement>&#169; Copyright  2014 by authors and Scientific Research Publishing Inc. </copyright-statement><copyright-year>2014</copyright-year><license><license-p>This work is licensed under the Creative Commons Attribution International License (CC BY). http://creativecommons.org/licenses/by/4.0/</license-p></license></permissions><abstract><p>
 
 
  A nonconforming mixed finite element method for nonlinear hyperbolic equations is discussed. Existence and uniqueness of the solution to the discrete problem are proved. Priori estimates of optimal order are derived for both the displacement and the stress.
 
</p></abstract><kwd-group><kwd>Nonconforming Mixed Finite Element; Hyperbolic Equations; Semi-Discrete Scheme; Error Estimates</kwd></kwd-group></article-meta></front><body><sec id="s1"><title>1. Introduction</title><p>In this paper, we discuss a nonconforming mixed finite element method for the following nonlinear hyperbolic initial and boundary value problem.</p><disp-formula id="scirp.18095-formula135666"><label>(1)</label><graphic position="anchor" xlink:href="7-7400706\dcba0027-4455-4d84-8410-8d76de9961d6.jpg"  xlink:type="simple"/></disp-formula><p>In order to describe the results briefly, we suppose that Equation (1) satisfy following assumptions on the data:</p><p>1) <img src="7-7400706\b71964ca-c1f1-4274-a3e1-1cd4e8eebcd4.jpg" />and <img src="7-7400706\06e8a050-8900-4b8e-9a42-198663561af2.jpg" /> are smooth and there exist constants <img src="7-7400706\e1e7bbe6-c85e-4800-a82c-50ecd3fd7105.jpg" /> and <img src="7-7400706\24c298d3-2246-4f95-835f-d13a1b8e7b26.jpg" /> satisfying</p><p><img src="7-7400706\bf11fac4-b357-4eda-911b-0a0df818c523.jpg" />.</p><p>2) <img src="7-7400706\fb7c20ab-85ee-4c0b-8146-1059be96635a.jpg" />and <img src="7-7400706\88e37fa4-60e5-415a-9757-957002a45789.jpg" /> are sufficiently smooth functions with bounded derivatives.</p><p>There have been many very extensive studies about this kind of hyperbolic equations. For example, [1-3] studied the linear situations and gave error estimates under semi-discrete and fully-discrete schemes by standard Galerkin methods. [4,5] considered the mixed finite element methods for linear hyperbolic equations and obtained L<sup>2</sup> prior estimates about continuous time. In addition, [<xref ref-type="bibr" rid="scirp.18095-ref6">6</xref>] analyzed the mixed finite element methods for second order nonlinear hyperbolic equations. But all the above investigations are mainly about conforming situations and projections are indispensable. As we know, the nonconforming finite element methods arise because of the demands for reducing the calculation cost. [<xref ref-type="bibr" rid="scirp.18095-ref7">7</xref>] has pointed that the nonconforming finite element methods with degree of freedom defined on the element edges or element itself are appropriate for each degree of freedom belong to at most elements.&#160;</p><p>In the present work, we focus on the nonconforming mixed finite element approximation scheme for nonlinear hyperbolic equations. Firstly, we introduce the corresponding space and the interpolation operators. Secondly, Existence and uniqueness of the solutions to the discrete problem are proved. Finally, Priori estimates of optimal order are derived for both the displacement and the stress.</p><p>Throughout this paper, C denotes a general positive constant which is independent of<img src="7-7400706\e2e5b3ad-f887-48e3-9421-62c4843c505c.jpg" />, and <img src="7-7400706\d3002b90-6210-4bca-b580-d9e0967d5a66.jpg" /> is the diameter of the finite element K.</p></sec><sec id="s2"><title>2. Construction of the Elements</title><p>Let <img src="7-7400706\a7051444-82d1-4349-87fa-ef7f9f9a90e5.jpg" /> be the a rectangular subdivision of<img src="7-7400706\63b915c2-5134-45f0-80c6-326e0a15fff1.jpg" />and <img src="7-7400706\0eb0638e-62a6-4d31-8b5a-ef1e3b10b5df.jpg" /> satisfy the regular condition. For every K, let <img src="7-7400706\8f766180-4334-419e-8a7f-7b7d0e4c4279.jpg" /> be the barycenter, the length of edges parallel to x-axis and y-axis by <img src="7-7400706\a2ca6254-a8d0-4617-ae17-1f1b418ab1d8.jpg" /> and<img src="7-7400706\fdeeb3a1-4988-4aad-921b-6ccdee1a054c.jpg" />. Then there exists an affine mapping <img src="7-7400706\7c4e0ff8-32b5-4065-9604-29a72ec54305.jpg" />where <img src="7-7400706\ea419746-bad6-4817-bb2c-3ee78f823e52.jpg" /> is the reference element in <img src="7-7400706\191e572c-df70-4ee6-80c4-f72048d530bb.jpg" /> plane and <img src="7-7400706\a74c8fd9-42d2-4545-895c-f469e607bc60.jpg" /> is the edges. We define the finite element <img src="7-7400706\92b8a024-045b-47f6-9ee9-37e6c4bbf723.jpg" /> on <img src="7-7400706\f53b6f3a-1005-4187-a039-e6af05198fcd.jpg" /> as</p><p><img src="7-7400706\19a68392-f8df-441d-91f7-8bad5c680791.jpg" /></p><p><img src="7-7400706\77435579-8c75-446d-a29c-564cf7151cbb.jpg" />,</p><p><img src="7-7400706\ecb70c0a-e098-424d-b54c-377f3ecb2d00.jpg" />,</p><p><img src="7-7400706\75a4590e-9dd6-43a8-95a3-b0dfdf3b8f5d.jpg" />.</p><p>The interpolation functions defined above are properly and can be expressed as:</p><p><img src="7-7400706\da853023-6c9f-4990-8888-fe28864b8bf9.jpg" />,</p><p><img src="7-7400706\ffe67deb-3d61-4e65-8b46-f2fba63831f9.jpg" /></p><p><img src="7-7400706\66af52e6-7b68-45b3-b109-376854490bba.jpg" />,<img src="7-7400706\e1002939-61fa-4d8c-a327-dffe240f524e.jpg" />. And For every<img src="7-7400706\8a6c0688-0066-408c-ac41-7eae5fd1aead.jpg" />, the associated finite element spaces as</p><p><img src="7-7400706\fc1ba45a-111d-4694-afa1-653705b87173.jpg" />,</p><p><img src="7-7400706\12c754c1-6ec9-4642-a91c-9f0bf5a1729f.jpg" /></p><p>where <img src="7-7400706\fd1b603a-6171-42c3-9ccb-0776bf458965.jpg" /> denotes the jump of w across the boundary F, and<img src="7-7400706\abc70bca-72b2-4616-9dd1-30ac29e5369a.jpg" />, if<img src="7-7400706\6f015bb4-464a-4c15-8fa3-1e75933d18bb.jpg" />. <img src="7-7400706\444e77fd-03c3-451a-bca0-dfa53c048b79.jpg" /> <img src="7-7400706\9222711f-17fd-4d44-ad02-0ba5774355f8.jpg" />, the interpolation operators:</p><p><img src="7-7400706\59ce8df4-3b13-4188-879e-73905568bc84.jpg" />.</p><p><img src="7-7400706\7c20580a-b6fe-4903-9ff0-5058865dcd30.jpg" />.</p></sec><sec id="s3"><title>3. Main Results in Semi-Discrete Scheme</title><p>In this section, we will give the main results in this paper, including the existence and uniqueness of the solution to the discrete problem and priori estimates of optimal order.</p><p>Firstly, we introduce</p><p><img src="7-7400706\ca66e5e5-894f-4801-ac8e-4beaaf019a2d.jpg" /></p><p>and rewrite the Equation (1) as a system:</p><p><img src="7-7400706\409f260b-f4d1-449e-bac1-386d8a0905c0.jpg" /></p><p>Secondly, for our subsequent use, we employ the classical Sobolev space <img src="7-7400706\82e30c75-e075-4b9b-bdd3-08d1637dad5a.jpg" /> with norm<img src="7-7400706\83baff07-bdaf-4fee-9a0f-4de033061dbd.jpg" />. When<img src="7-7400706\d3295cf8-355a-498f-ad36-df6cfecfab00.jpg" />, we simply write <img src="7-7400706\79aed805-08b0-42e3-b336-4bf4d507b91a.jpg" /> as<img src="7-7400706\82797575-fd41-4ada-a3a4-bca58b2ba675.jpg" />. Furthermore, we denote the natural inner production in <img src="7-7400706\ad1bc0f1-d800-4e37-8f6d-0c78065b11c6.jpg" /> by <img src="7-7400706\d6e464fd-d914-40f6-9fd7-b084c2b72112.jpg" /> and the norm by<img src="7-7400706\95da3b59-22d7-47e0-8acf-3f868fa07eb5.jpg" />, and let</p><p><img src="7-7400706\c13b83b3-7586-498b-a40d-117f0568b0ef.jpg" />,</p><p><img src="7-7400706\21e8dde5-af48-48c2-8188-238116b7a3d8.jpg" />.</p><p>Thus the corresponding weak formulation of Equation (1) is to find a pair of<img src="7-7400706\e7bfecb3-9e4b-4d5d-86ec-712b0f43601d.jpg" />, such that</p><p><img src="7-7400706\d6967d10-2cdc-4317-bd72-ec80317efb19.jpg" />satisfying</p><disp-formula id="scirp.18095-formula135667"><label>(2)</label><graphic position="anchor" xlink:href="7-7400706\e5a0bd2f-e784-4bed-b612-fcf2d720b535.jpg"  xlink:type="simple"/></disp-formula><p>where<img src="7-7400706\3805ea07-e974-46b6-a26f-3a17ee50be2e.jpg" />.</p><p>The semi-discrete mixed finite element procedure is determined:<img src="7-7400706\b18ecdc0-bcf3-4162-945c-3166be84a0a3.jpg" />, such that</p><disp-formula id="scirp.18095-formula135668"><label>(3)</label><graphic position="anchor" xlink:href="7-7400706\6640cec2-f3a8-4ecc-8a7a-c8198f0c4bf7.jpg"  xlink:type="simple"/></disp-formula><p>where<img src="7-7400706\d6b0318e-2d57-4ef4-939f-0b439180abcf.jpg" />. We define that</p><p><img src="7-7400706\4eaaf23d-3814-4f03-96b3-ae928c912179.jpg" />,</p><p><img src="7-7400706\2e054045-35df-4328-b017-7a45852e132b.jpg" />.</p><p>It can be seen that <img src="7-7400706\96a24db1-0532-4f88-b052-11abefe8531d.jpg" /> and <img src="7-7400706\81efc75f-6ed4-4364-b96a-a67d9e87b5e5.jpg" /> are the norms for <img src="7-7400706\cd03fee6-e04e-451b-bcfd-fe34931dae2d.jpg" /> and<img src="7-7400706\af67270f-f412-4083-96a2-3b7af7177680.jpg" />, respectively.</p><p>Theorem 1. The above problem (3) has a unique solution.</p><p>Proof: Let <img src="7-7400706\b4a628e8-8833-4e85-a501-043ea08d97bb.jpg" /> and <img src="7-7400706\3753cb32-7ca4-4fe2-8d70-7e6b268d58cd.jpg" /> are bases of <img src="7-7400706\a114f935-aced-40e4-adbc-f3571dfd8243.jpg" /> and<img src="7-7400706\fbf71361-08a9-474a-bda3-6083c1980172.jpg" />, which satisfy</p><p><img src="7-7400706\89c37048-8217-42c5-9593-35772d406c20.jpg" /></p><p>Then semi-discrete scheme can be rewritten as: Find <img src="7-7400706\bea941d7-d977-46c8-9c5c-294f23a9fc77.jpg" /> and<img src="7-7400706\6c5e6173-9aa7-4041-a3b8-de272ae61ef8.jpg" />, such that for every <img src="7-7400706\6637f0aa-706d-4964-b447-199d23dd4833.jpg" /> satisfy</p><p><img src="7-7400706\c8560c26-1f10-461a-864d-fb2d3d990c3e.jpg" /></p><p>here</p><p><img src="7-7400706\a428eade-8e0c-458f-bffb-5b1484d4ac60.jpg" />, <img src="7-7400706\817b1010-2760-40d4-b316-922610386ca0.jpg" />,</p><p><img src="7-7400706\b247a052-fb48-4ee5-b5b0-2cb174523ab0.jpg" />, <img src="7-7400706\e66158b0-dfaa-454d-8351-797f15a096d4.jpg" /></p><p><img src="7-7400706\2070e585-3e39-4729-9062-a1a3df9429db.jpg" />By the definition of the approximation spaces, we know that E is reversible and<img src="7-7400706\40d03a9a-3d55-4497-8e8c-9e0d0fcdf6e4.jpg" />. Thus there holds that</p><p><img src="7-7400706\38197de2-5fe5-458c-9f0d-6a67eb6aa4d0.jpg" />.</p><p>Since <img src="7-7400706\22e0b76f-4e14-4a1b-9e10-ba2715139558.jpg" /> and <img src="7-7400706\cbe642b3-5302-4695-9d5c-5790c0d6a856.jpg" /> are Lipschitz continuous, it has a unique solution according to the theory of differential equations [<xref ref-type="bibr" rid="scirp.18095-ref8">8</xref>].</p><p>Lemma 1. For <img src="7-7400706\a2c75cb6-1601-4a95-9125-e7672387986b.jpg" /> <img src="7-7400706\1e0184c6-73a5-42ed-9223-a464e3ff3d80.jpg" /> there hold that</p><p><img src="7-7400706\aadf5cb9-81ab-4033-a832-2e973288c7e0.jpg" /></p><p><img src="7-7400706\982f033b-08d7-4fbb-906a-9b3750c98d6c.jpg" /></p><p>Proof: Firstly, by the interpolation condition and definition, it is easy to see that <img src="7-7400706\31d2ba5d-a355-4573-8ff8-54f4948efc6a.jpg" /> and</p><p><img src="7-7400706\bd09649a-85f9-42eb-bb2b-aa37e00eac65.jpg" />. Secondly, for every<img src="7-7400706\61cec2ba-7326-423b-84d9-0c97efc0ff33.jpg" />, v is a constant, by application of Green’s formula and the interpolation definition yields that</p><p><img src="7-7400706\c08c3fe3-7876-4003-913f-3e640ae8d5e8.jpg" /></p><p>Thus, we complete the proof of Lemma 1.</p><p>Lemma 2. [<xref ref-type="bibr" rid="scirp.18095-ref9">9</xref>] For<img src="7-7400706\bc3b8b3d-00d1-4cbd-af37-52f30feabfe7.jpg" />, there hold that</p><p><img src="7-7400706\74743723-2b0c-4c5b-95fb-3a8a358118e0.jpg" />, <img src="7-7400706\4f7c954b-b200-4472-a30e-c136328b90b7.jpg" /></p><p>Now we give the main result of this paper.</p><p>Theorem 2. Let <img src="7-7400706\b7dac153-3019-4543-88dc-c433e4dac958.jpg" /> and <img src="7-7400706\f1e7b9ee-8eeb-432a-a461-63d598f86d99.jpg" /> be the solutions of Equations (2) and (3), respectively. For <img src="7-7400706\24b3f0f2-8ba6-4f9f-a5d0-4f93d6cc1426.jpg" />, there hold that</p><p><img src="7-7400706\dd176b1b-c32e-4338-a0f6-19f22548ddd7.jpg" /></p><p>Proof: Let<img src="7-7400706\058a8536-682e-467a-9744-66dd6c513100.jpg" />,<img src="7-7400706\0551b0ea-b692-48ce-979f-52330bb62dd8.jpg" />.</p><p>It is easy to see that <img src="7-7400706\2e74ba39-2dd6-4805-838d-e1a51e867e96.jpg" /> and <img src="7-7400706\ce997693-fbba-41ee-8b34-9fff66b893ae.jpg" /> satisfy the following error equations</p><disp-formula id="scirp.18095-formula135669"><label>(4)</label><graphic position="anchor" xlink:href="7-7400706\446836f5-a984-420a-9bb2-596de614f0a5.jpg"  xlink:type="simple"/></disp-formula><p>and</p><disp-formula id="scirp.18095-formula135670"><label>(5)</label><graphic position="anchor" xlink:href="7-7400706\6de88bbf-923e-4bd7-83f3-942c5c8d6ad1.jpg"  xlink:type="simple"/></disp-formula><p>Using derivation about time t of Equation (4), combining Equation (5), we obtain</p><p><img src="7-7400706\da40afdb-2002-432b-ad0f-9d227d3bea99.jpg" />&#160;(6)</p><p>Choosing <img src="7-7400706\d605bf9f-56ac-4a20-a661-3bebd563ac95.jpg" /> and <img src="7-7400706\d26d72dd-6708-4447-b221-d85516bc3b3d.jpg" /> in Equation (6), and integrating from 0 to t, we have</p><p><img src="7-7400706\7fefdd43-a1a6-4081-85d8-15d182edec9e.jpg" />&#160;(7)</p><p>We will give the analysis result of Equation (7) in detail. Firstly, by the initial condition, it is followed that</p><p><img src="7-7400706\8f4f1291-5990-4cd3-bb7a-384466bb24d6.jpg" />&#160;&#160;&#160;&#160;(8)</p><p>Secondly, by Cauchy-Schwartz’s inequality and Young’s inequality, we obtain</p><p><img src="7-7400706\e751da11-aad4-44ce-9ab8-4535d030866f.jpg" />&#160;(9)</p><p>Similarly, by the initial condition of <img src="7-7400706\969bbf0e-3eac-4e5c-8618-17cc812180f1.jpg" /> and<img src="7-7400706\c2fa596f-0b9d-4f81-8b0b-84bd8550cdcd.jpg" />, we use Young’s inequality to get</p><p><img src="7-7400706\6302b36d-3dd0-4aef-a336-52315df0d978.jpg" />&#160;&#160;&#160;&#160;&#160;(10)</p><p>Substituting the above estimates, and applying Lemma 2, we get</p><p><img src="7-7400706\77f12a8b-512f-4525-a4ff-d361ba6e128a.jpg" />&#160;&#160;&#160;&#160;&#160;(11)</p><p>Then adding <img src="7-7400706\5be4a6b3-86a6-4055-a60c-9affd4efce1c.jpg" /> at both sides Equation (11), and noticing that<img src="7-7400706\cf09a56a-401c-4c71-8b88-bc67d80265a1.jpg" />, we obtain that</p><p><img src="7-7400706\f693d715-0a07-4109-a718-9c2f0da684d4.jpg" /></p><p>Further, using Gronwall’s inequality to yield</p><p><img src="7-7400706\7393b1d9-83cc-4815-9ee6-6f9c29d54ac8.jpg" /></p><p>By the interpolation theory (see [<xref ref-type="bibr" rid="scirp.18095-ref10">10</xref>]), we have</p><p><img src="7-7400706\31be486b-b4e7-4ac3-bd33-ec47197de36b.jpg" />.</p><p>Finally, by the triangle inequality, we complete the proof.&#160;</p></sec><sec id="s4"><title>REFERENCES</title></sec></body><back><ref-list><title>References</title><ref id="scirp.18095-ref1"><label>1</label><mixed-citation publication-type="other" xlink:type="simple">T. Dupont, “L2-Estimates for Galerkin Methods for Second Order Hyperbolic Equations,” SIAM Journal on Numerical Analysis, Vol. 10, No. 1, 1973, pp. 880-889. 
doi:10.1137/0710073</mixed-citation></ref><ref id="scirp.18095-ref2"><label>2</label><mixed-citation publication-type="other" xlink:type="simple">T. Oden and J. Reddy, “An Introduction to the Mathematical Theory of Finite Elements,” Wiley Interscience, New York, 1976.</mixed-citation></ref><ref id="scirp.18095-ref3"><label>3</label><mixed-citation publication-type="other" xlink:type="simple">G. A. Baker, “Error Estimates for Finite Element Methods for Second Hyperbolic Equations,” SIAM Journal on Numerical Analysis, Vol. 13, No. 1, 1976, pp. 564-576. 
doi:10.1137/0713048</mixed-citation></ref><ref id="scirp.18095-ref4"><label>4</label><mixed-citation publication-type="other" xlink:type="simple">J. J. Douglas, “Superconvergence in the Pressure in the Simulation of Miscible Displacement,” SIAM Journal on Numerical Analysis, Vol. 22, No. 1, 1985, pp. 962-969. 
doi:10.1137/0722058</mixed-citation></ref><ref id="scirp.18095-ref5"><label>5</label><mixed-citation publication-type="other" xlink:type="simple">L. C. Cowsar, T. F. Dupont and M. T. Wheeler, “A Priori Estimates for Mixed Finite Element Approximations of second-order Hyperbolic Equations with Absorbing Boundary Conditions,” Computer Methods in Applied Mechanic and Engineering, Vol. 33, No. 1, 1996, pp. 492-504. </mixed-citation></ref><ref id="scirp.18095-ref6"><label>6</label><mixed-citation publication-type="other" xlink:type="simple">Y. P. Chen and Y. Q. Huang, “Mixed Finite Element Method for Nonlinear Hyperbolic Equations,” Numerical Mathematics A Journal of Chinese University, Vol. 1, 2000, pp. 63-69.</mixed-citation></ref><ref id="scirp.18095-ref7"><label>7</label><mixed-citation publication-type="other" xlink:type="simple">S. Martin and T. Lutz, “The Streamline-Diffusion Method for Nonconforming Qrot Elements on Rectangular Tensor-Product,” IMA Journal Numerical Analysis, Vol. 21, No. 1, 2001, pp: 123-142. doi:10.1093/imanum/21.1.123</mixed-citation></ref><ref id="scirp.18095-ref8"><label>8</label><mixed-citation publication-type="other" xlink:type="simple">J. K. Hale, “Ordinary Differential Equations,” WilleyInterscience, New York, 1969.</mixed-citation></ref><ref id="scirp.18095-ref9"><label>9</label><mixed-citation publication-type="other" xlink:type="simple">D. Y. Shi and H. H. Wang, “Nonconforming H1-Galerkin Mixed FEM for Sobolev Equations on Anisotropic Meshes,” Acta Mathematicae Applicatae Sininica, Vol. 25, No. 2B, 2009, pp. 335-344.  
doi:10.1007/s10255-007-7065-y</mixed-citation></ref><ref id="scirp.18095-ref10"><label>10</label><mixed-citation publication-type="other" xlink:type="simple">P. G. Ciarlet, “The Finite Element Method for Elliptic Problem,” North-Holland, Amsterdam, 1978.</mixed-citation></ref></ref-list></back></article>