<?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.2022.1312059</article-id><article-id pub-id-type="publisher-id">AM-122065</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>
 
 
  Mathematical Analysis of Two Approaches for Optimal Parameter Estimates to Modeling Time Dependent Properties of Viscoelastic Materials
 
</article-title></title-group><contrib-group><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>Irina</surname><given-names>Viktorova</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>Sofya</surname><given-names>Alekseeva</given-names></name><xref ref-type="aff" rid="aff1"><sup>1</sup></xref></contrib><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>Muhammed</surname><given-names>Kose</given-names></name><xref ref-type="aff" rid="aff1"><sup>1</sup></xref></contrib></contrib-group><aff id="aff1"><addr-line>Mechanical Engineering Department, School of Mathematical and Statistical Sciences, Clemson University, Clemson, SC, USA</addr-line></aff><pub-date pub-type="epub"><day>28</day><month>12</month><year>2022</year></pub-date><volume>13</volume><issue>12</issue><fpage>949</fpage><lpage>959</lpage><history><date date-type="received"><day>5,</day>	<month>November</month>	<year>2022</year></date><date date-type="rev-recd"><day>26,</day>	<month>December</month>	<year>2022</year>	</date><date date-type="accepted"><day>29,</day>	<month>December</month>	<year>2022</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>
 
 
  Mathematical models for phenomena in the physical sciences are typically parameter-dependent, and the estimation of parameters that optimally model the trends suggested by experimental observation depends on how model-observation discrepancies are quantified. Commonly used parameter estimation techniques based on least-squares minimization of the model-observation discrepancies assume that the discrepancies are quantified with the 
  <em>L</em>
  <sup>2</sup>-norm applied to a discrepancy function. While techniques based on such an assumption work well for many applications, other applications are better suited for least-squared minimization approaches that are based on other norm or inner-product induced topologies. Motivated by an application in the material sciences, the new alternative least-squares approach is defined and an insightful analytical comparison with a baseline least-squares approach is provided.
 
</p></abstract><kwd-group><kwd>Laplace Transform</kwd><kwd> Viscoelastic Composite</kwd><kwd> Norm Space</kwd><kwd> Inner Product Space</kwd><kwd> Least Squares Minimization</kwd><kwd> Optimal Parameter Estimation</kwd></kwd-group></article-meta></front><body><sec id="s1"><title>1. Introduction</title><p>In this paper, we assume that X is the space of all continuous functions f : [ 0 , ∞ ) → ℝ having a Laplace transform F : H → ℂ with H : = { s ∈ ℂ : ℜ ( s ) &gt; 0 } .</p><p>Parameters p ∈ P ⊆ ℝ n associates with a time-domain model m ( p , ⋅ ) : [ 0 , ∞ ) → ℝ are considered optimal insofar as they yield a minimal model-observation discrepancy ε : [ 0 , ∞ ) → ℝ defined by ε ( t ) : = m ( p , t ) − r ( t ) , where function r : [ 0 , ∞ ) → ℝ is obtained as a regression to a set of time-dependent observations. The model-observation discrepancy ε is assumed to be function-valued, so the phrase “minimal discrepancy” only has meaning when ε is understood to be a member of some norm-induced topology ( X , ‖   ⋅   ‖ ) . Having specified the norm-induced topology to which ε belongs, the optimal parameters are then computed as an optimal solution p * to the least squares problem (LSP)</p><p>min p ∈ P ‖ ε ( p , ⋅ ) ‖ 2 (1)</p><p>Two norms on X are considered in formulating the LSP (1).</p><p>The first norm, the baseline norm, is denoted by ‖   ⋅   ‖ T , γ , while the second norm, the alternative norm, is denoted by ‖   ⋅   ‖ S , s . (The norms ‖   ⋅   ‖ T , γ and ‖   ⋅   ‖ S , s on X are defined in Section 2.) The use of the baseline norm ‖   ⋅   ‖ T , γ in (1) yields a variant of a commonly used LSP for computing optimal model parameters, while the alternative norm ‖   ⋅   ‖ S , s is motivated by the elegant closed-form expressions for certain models m ( p , ⋅ ) undertaking the Laplace transform. This is particularly true for certain creep models associated with viscoelastic materials [<xref ref-type="bibr" rid="scirp.122065-ref1">1</xref>] - [<xref ref-type="bibr" rid="scirp.122065-ref7">7</xref>].</p><p>While the use of the alternative norm ‖   ⋅   ‖ S , s in LSP (1) has been successfully applied for computing optimal parameter estimates in [<xref ref-type="bibr" rid="scirp.122065-ref5">5</xref>], a theoretical foundation and justification for the use of the alternative form ‖   ⋅   ‖ S , s in LSP (1) is in need of further development. Refining the developments began in [<xref ref-type="bibr" rid="scirp.122065-ref8">8</xref>] [<xref ref-type="bibr" rid="scirp.122065-ref9">9</xref>], this paper addresses the above need in Section 2, where 1) two inner products 〈 ⋅ , ⋅ 〉 T , γ : X &#215; X → ℂ and 〈 ⋅ , ⋅ 〉 S , s : X &#215; X → ℂ are defined over X and verified with respect to the inner product properties; 2) the norms ‖   ⋅   ‖ T , γ and ‖   ⋅   ‖ S , s are induced from the respective inner products 〈 ⋅ , ⋅ 〉 T , γ and 〈 ⋅ , ⋅ 〉 S , s ; 3) from the inner product properties, a bounding relationship is established between the norms ‖   ⋅   ‖ T , γ and ‖   ⋅   ‖ S , s ; and 4) insight is obtained from the bounding relationship into how the parameter solutions p ∈ P to LSP (1) ‖   ⋅   ‖ = ‖   ⋅   ‖ T , γ relate to the parameter solutions p ∈ P to LSP (1) ‖   ⋅   ‖ = ‖   ⋅   ‖ S , s . The first three contributions represent a substantial refinement and streamlining of the developments in [<xref ref-type="bibr" rid="scirp.122065-ref8">8</xref>] [<xref ref-type="bibr" rid="scirp.122065-ref9">9</xref>], thus paving the way for the fourth contribution which, furthermore, builds on the developments in [<xref ref-type="bibr" rid="scirp.122065-ref8">8</xref>] [<xref ref-type="bibr" rid="scirp.122065-ref9">9</xref>].</p><p>The remainder of the paper is organized as follows. From the developments in Section 2, a more simple and improved implementation of a previous application [<xref ref-type="bibr" rid="scirp.122065-ref5">5</xref>] becomes evident, and this is presented in Section 3. Computational setup and results are presented and discussed briefly in this same section. Lastly Section 4 concludes this paper and provides comments on future work.</p></sec><sec id="s2"><title>2. Definition and Analysis of the Norms ‖   ⋅   ‖ T , γ and ‖   ⋅   ‖ S , s</title><p>The two norms ‖   ⋅   ‖ T , γ and ‖   ⋅   ‖ S , s are induced, respectively, by the following two inner products 〈 ⋅ , ⋅ 〉 T , γ : X &#215; X → ℂ and 〈 ⋅ , ⋅ 〉 S , s : X &#215; X → ℂ defined in the following manner for each pair f , g ∈ X and parameters γ &gt; 0 and s ∈ H :</p><p>〈 f , g 〉 T , γ : = ∫ 0 ∞ f ( t ) g ( t ) &#175;   e − γ t d t (2)</p><p>〈 f , g 〉 S , s : = ( ∫ 0 ∞ f ( t ) e − s t d t ) ( ∫ 0 ∞ g ( t ) e − s t d t ) &#175; (3)</p><p>It is now shown that (2) and (3) are, in fact, inner products.</p><p>Proposition 2.1. The mappings 〈 ⋅ , ⋅ 〉 T , γ given by (2) and 〈 ⋅ , ⋅ 〉 S , s given by (3) are defined for all f , g ∈ X and are furthermore inner products over X.</p><p>Proof: Because X contains the continuous functions f : [ 0 , ∞ ) → ℝ having a Laplace transform, the inner product 〈 ⋅ , ⋅ 〉 S , s is defined for all f , g ∈ X . Also, the function fg defined by multiplying f ∈ X and g ∈ X is continuous and of exponential order [<xref ref-type="bibr" rid="scirp.122065-ref10">10</xref>] (follows from the same properties of f and g), and so the Laplace transform L { f g } exists, and (2) is simply the Laplace transform L { f g } evaluated at s = γ . Thus, the inner product 〈 ⋅ , ⋅ 〉 T , γ is also defined for all f , g ∈ X .</p><p>Recall that, for any vector space V, an inner product 〈 ⋅ , ⋅ 〉 : V &#215; V → ℂ satisfies the following rules for each u , v , w ∈ V and λ ∈ ℂ (e.g., see [<xref ref-type="bibr" rid="scirp.122065-ref11">11</xref>]):</p><p>I1: 〈 u , v 〉 = 〈 v , u 〉 &#175;</p><p>I2: 〈 λ u , v 〉 = λ 〈 u , v 〉</p><p>I3: 〈 u , v + w 〉 = 〈 u , v 〉 + 〈 u , w 〉</p><p>I4: 〈 u , v 〉 ≥ 0 , and 〈 u , u 〉 = 0 ⇒ u = 0</p><p>Property I1 follows readily for 〈 ⋅ , ⋅ 〉 T , γ by noting that f and g are real-valued functions e − γ t is real-values, and so the integrand is real-valued. For 〈 ⋅ , ⋅ 〉 S , s , Property I1 follows from (3) by computing</p><p>〈 f , g 〉 S , s = ( ∫ 0 ∞ f ( t ) e − s t d t ) ( ∫ 0 ∞ g ( t ) e − s t d t ) &#175; = F ( s ) G ( s ) &#175; = G ( s ) F ( s ) &#175; = 〈 g , f 〉 &#175; S , s</p><p>where F(s) and G(s) denote the Laplace transform of f and g, respectively.</p><p>Properties I2 and I3 follow easily for both 〈 ⋅ , ⋅ 〉 T , γ and 〈 ⋅ , ⋅ 〉 S , s from elementary properties of integrals.</p><p>Property I4 applies to 〈 ⋅ , ⋅ 〉 T , γ because: 1) for each f ∈ X , the integrand of 〈 f , f 〉 T , γ is always nonnegative; and 2) if f ≡ 0 , then by the continuity of f over [ 0 , ∞ ) , there exist t 0 ∈ [ 0 , ∞ ) , ϵ &gt; 0 , and δ &gt; 0 over which f ( T ) ≥ δ for all T ∈ [ t 0 − ϵ 2 , t 0 + ϵ 2 ] . Thus, for each γ &gt; 0 , we have 〈 f , f 〉 T , γ ≥ ϵ δ 2 e − γ ( t 0 + ϵ ) &gt; 0 if f ≡ 0 . From this, the implication 〈 f , f 〉 T , γ = 0 ⇒ f ≡ 0 follows.</p><p>To show that property I4 applies to 〈 ⋅ , ⋅ 〉 S , s , first note that 〈 f , f 〉 S , s ≥ 0 for all f ∈ X follows from the definition (3), and so it remains to show that 〈 f , f 〉 S , s = 0 ⇒ f = 0 . This latter claim holds under application of Lerch’s theorem (see, e.g., [<xref ref-type="bibr" rid="scirp.122065-ref11">11</xref>] [<xref ref-type="bibr" rid="scirp.122065-ref12">12</xref>]) to the setting where f is continuous. Namely, if 〈 f , f 〉 S , s = 0 (so that F ( s ) ≡ 0 ), then ∫ 0 a f ( t ) d t = 0 for all a &gt; 0 . The assumed continuity of f on [ 0 , ∞ ) and the Fundamental Theorem of Calculus imply that f ≡ 0 . Thus, I4 holds for 〈 ⋅ , ⋅ 〉 S , s . Hence, it has been shown that 〈 ⋅ , ⋅ 〉 T , γ and 〈 ⋅ , ⋅ 〉 S , s are both inner products over X.</p><p>One possible relationship between two different norms ‖   ⋅   ‖ a and ‖   ⋅   ‖ b called equivalence is now explored. The equivalence of two norms ‖   ⋅   ‖ a and ‖   ⋅   ‖ b is characterized by the existence of 0 &lt; l ≤ u &lt; ∞ such that</p><p>l ‖ f ‖ a ≤ ‖ f ‖ b ≤ u ‖ f ‖ a for all f ∈ X (4)</p><p>(See, e.g., [<xref ref-type="bibr" rid="scirp.122065-ref11">11</xref>].) Using the inner-product structures defined on X, the Cauchy-Schwartz inequality can be used to show a bounding relationship of the form ‖ f ‖ S , s ≤ u ‖ f ‖ T , γ for all f ∈ X , s ∈ H , and γ &lt; R ( s ) via the computation</p><p>‖ f ‖ S , s 2 = | ∫ 0 ∞ f ( t ) e − s t d t | 2 = | 〈 f ( t ) , e − ( s − γ ) t 〉 T , γ | 2 ≤ 〈 f , f 〉 T , γ 〈 e − ( s − γ ) t , e − ( s − γ ) t 〉 T , γ (5)</p><p>= ( ∫ 0 ∞ | f ( t ) | 2 e − γ t d t ) ( ∫ 0 ∞ e − ( s + s &#175; − γ ) d t ) ⇒ ‖ f ‖ S , s 2 ≤ u ‖ f ‖ T , γ 2 (6)</p><p>where u = ∫ 0 ∞ e − ( s + s &#175; − γ ) d t = 1 s + s &#175; − γ .</p><p>Whereas the upper bound coefficient u is established in (6), the lower bound coefficient l &gt; 0 necessary to establish the equivalence (4) for each fixed s ∈ H and 0 &lt; γ &lt; R ( s ) is shown not to exist through two counterexamples:</p><p>Counterexample 1: Let f be of the form f ( t ) = e − ω t , ω &gt; 0 . Then ‖ f ‖ T , γ = 1 2 ω + γ and ‖ f ‖ S , s = 1 | ω + s | . So l ≤ ‖ f ‖ S , s ‖ f ‖ T , γ = 2 ω + γ | ω + s | 2 . Both lim ω → ∞ ‖ f ‖ T , γ = 0 and lim ω → ∞ ‖ f ‖ S , s = 0 . Furthermore, since lim ω → ∞ 2 ω + γ | ω + s | 2 = 0 , there is no l &gt; 0 serving as a lower bound coefficient.</p><p>Counterexample 2: Let f be of the form f ( t ) = sin ( ω t ) , ω &gt; 0 . Then ‖ f ‖ T , γ = 1 2 ( 1 γ − γ γ 2 + 4 ω 2 ) and ‖ f ‖ S , s = ω | s 2 + ω 2 | . Now lim ω → ∞ ‖ f ‖ T , γ = 1 2 γ &gt; 0 and lim ω → ∞ ‖ f ‖ S , s = 0 . Thus, lim ω → ∞ ‖ f ‖ S , s ‖ f ‖ T , γ = 0 , and so there is no lower bound l &gt; 0 on ‖ f ‖ S , s ‖ f ‖ T , γ .</p><p>The lack of a lower bound coefficient l &gt; 0 is also depicted in <xref ref-type="fig" rid="fig1">Figure 1</xref> and <xref ref-type="fig" rid="fig2">Figure 2</xref> for the same two counterexamples. Thus, it is established that due to the lack of the lower bound coefficient l &gt; 0 , the norms ‖   ⋅   ‖ T , γ and ‖   ⋅   ‖ S , s over X are not equivalent.</p><p>The bounding relationship (6) between the norms ‖   ⋅   ‖ T , γ and ‖   ⋅   ‖ S , s is also described via inclusion relationships between sublevel sets. The sublevel set L ‖   ⋅   ‖ ( f , P , δ ) is defined by</p><p>L ‖   ⋅   ‖ ( f , P , δ ) : = { p ∈ P : ‖ f ( p , ⋅ ) ‖ ≤ δ }</p><p>for each f, P, and δ &gt; 0 . By the existence of the bounding coefficient u , 0 &lt; u &lt; ∞ , in (6), we have the inclusion</p><p>L ‖   ⋅   ‖ ( f , P , 1 u δ ) ⊆ L ‖   ⋅   ‖ S , s ( f , P , δ ) (7)</p><p>The sublevel set inclusion (7) provides a sense in which the norm ‖   ⋅   ‖ S , s penalizes model-observation discrepancy more leniently than the norm ‖   ⋅   ‖ T , γ . This leniency is observed, for example, in the plot of <xref ref-type="fig" rid="fig2">Figure 2</xref> where the increasing frequency of f ( t ) = sin ( ω t ) due to ω → ∞ leads to ‖ f ‖ S , s → 0</p><p>while ‖   ⋅   ‖ T , γ f → 1 2 γ &gt; 0 .</p><p>For application purposes, the preference between the norms ‖   ⋅   ‖ T , γ and ‖   ⋅   ‖ S , s in formulating the LSP (1) depends on 1) the desired degree of leniency in penalizing imperfect model-observation fit due to the use of parameter p ∈ P ; and 2) the ease and accuracy of evaluating the norms ‖   ⋅   ‖ T , γ and ‖   ⋅   ‖ S , s . Next, in Section 3, the material science application of solving LSP (1) motivating the contributions of this paper is revisited where the use of each of the two norms ‖   ⋅   ‖ T , γ and ‖   ⋅   ‖ S , s is evaluated in terms of the above two preference criteria.</p></sec><sec id="s3"><title>3. Application for Modeling Time Dependent Properties of Viscoelastic Materials</title><p>A time-dependent model m ( p , ⋅ ) for modeling creep of viscoelastic materials under an applied stress load is given by</p><p>m ( p , t ) : = σ E [ 1 + λ ∑ n = 0 ∞ ( − β ) n t ( 1 − α ) ( n + 1 ) Γ [ ( 1 − α ) ( n + 1 ) + 1 ] ] (8)</p><p>where the stress level σ and Young’s modulus E are determined experimentally, and the material-specific kernel parameters ( α , β , λ ) satisfy</p><p>( α , β , λ ) ∈ { ( α , β , λ ) : 0 &lt; α &lt; 1 , β ∈ ℝ , λ ∈ ℝ }</p><p>(See [<xref ref-type="bibr" rid="scirp.122065-ref1">1</xref>] [<xref ref-type="bibr" rid="scirp.122065-ref3">3</xref>] [<xref ref-type="bibr" rid="scirp.122065-ref5">5</xref>] for details.) The parameter α can be found from the first term of the infinite series expansion in (8) [<xref ref-type="bibr" rid="scirp.122065-ref3">3</xref>]. Thus, only the model parameters β and λ need to be determined as an optimal solution p = ( β , λ ) to problem (1) with P = { p : p = ( β , λ ) , β ∈ ℝ , λ ∈ ℝ } .</p><p>The regression function r : [ 0 , ∞ ) → ℝ is fit to observations based on experiments performed for three types of composites with nanofillers [<xref ref-type="bibr" rid="scirp.122065-ref5">5</xref>]:</p><p>1) Pure polyamide (PA).</p><p>2) Polyamide with ultra-dispersed diamonds (PA + UDD).</p><p>3) Polyamide with carbon nanotube fillers (PA + CNT).</p><p>For each material, the tests with the corresponding three loading levels σ 0.3 , σ 0.4 , and σ 0.5 are performed, where the subscript of σ indicates that the stress applied to the materials is 30%, 40%, and 50%, respectively, of the ultimate stress, which was taken equivalent to the yielding stress of each of the tested materials. Using these experimental data, the regression functions r ( t ) used for each data set take the form</p><p>r ( t ) = c 0 + c 1 e − 0.1 t + c 2 e − 0.5 t + c 1 e − 0.02 t (9)</p><p>where the coefficients c i , i = 0 , 1 , 2 , 3 are estimated for each data set using standard linear regression techniques. The resulting regression functions and the material-specific vales for σ 0.3 , σ 0.4 , and σ 0.5 are given in <xref ref-type="table" rid="table1">Table 1</xref>.</p><p>For each computation, the norm ‖   ⋅   ‖ T , γ parameter γ = 0.005 and the norm ‖   ⋅   ‖ S , s parameter s = 0.01 ( 1 + i ) are used; furthermore, the experimentally determined parameters α, E, and σ = σ i , i = 0.3 , 0.4 , 0.5 associated with m ( p , t ) are provided in <xref ref-type="table" rid="table2">Table 2</xref>.</p><table-wrap id="table1" ><label><xref ref-type="table" rid="table1">Table 1</xref></label><caption><title> Regression functions obtained from the creep experiments</title></caption><table><tbody><thead><tr><th align="center" valign="middle"  colspan="2"  >PA</th></tr></thead><tr><td align="center" valign="middle" >loading level</td><td align="center" valign="middle" >r ( t )</td></tr><tr><td align="center" valign="middle" >σ 0.3 σ 0.4 σ 0.5</td><td align="center" valign="middle" >25.3626 − 23.5786 e − 0.1 t + 23.8311 e − 0.05 t − 18.0708 e − 0.02 t 35.1104 − 40.6847 e − 0.1 t + 47.1203 e − 0.05 t − 32.7179 e − 0.02 t 45.6491 − 46.1334 e − 0.1 t + 56.2102 e − 0.05 t − 43.5065 e − 0.02 t</td></tr><tr><td align="center" valign="middle"  colspan="2"  >PA + UDD</td></tr><tr><td align="center" valign="middle" >loading level</td><td align="center" valign="middle" >r ( t )</td></tr><tr><td align="center" valign="middle" >σ 0.3 σ 0.4 σ 0.5</td><td align="center" valign="middle" >25.3102 − 26.9200 e − 0.1 t + 32.8715 e − 0.05 t − 24.0642 e − 0.02 t 33.0484 − 31.1413 e − 0.1 t + 33.8989 e − 0.05 t − 26.9547 e − 0.02 t 41.1932 − 40.9358 e − 0.1 t + 46.6029 e − 0.05 t − 35.6518 e − 0.02 t</td></tr><tr><td align="center" valign="middle"  colspan="2"  >PA + CNT</td></tr><tr><td align="center" valign="middle" >loading level</td><td align="center" valign="middle" >r ( t )</td></tr><tr><td align="center" valign="middle" >σ 0.3 σ 0.4 σ 0.5</td><td align="center" valign="middle" >21.6266 − 22.9993 e − 0.1 t + 26.2085 e − 0.05 t − 19.1740 e − 0.02 t 28.5471 − 33.5503 e − 0.1 t + 36.0275 e − 0.05 t − 24.5412 e − 0.02 t 36.5119 − 40.9524 e − 0.1 t + 43.0930 e − 0.05 t − 30.5410 e − 0.02 t</td></tr></tbody></table></table-wrap><table-wrap id="table2" ><label><xref ref-type="table" rid="table2">Table 2</xref></label><caption><title> Setup parameters</title></caption><table><tbody><thead><tr><th align="center" valign="middle" >material</th><th align="center" valign="middle" >γ</th><th align="center" valign="middle" >s</th><th align="center" valign="middle" >α</th><th align="center" valign="middle" >σ 0.3</th><th align="center" valign="middle" >σ 0.4</th><th align="center" valign="middle" >σ 0.5</th><th align="center" valign="middle" >E</th></tr></thead><tr><td align="center" valign="middle" >PA</td><td align="center" valign="middle" >0.005</td><td align="center" valign="middle" >0.01 (1 + i)</td><td align="center" valign="middle" >0.83</td><td align="center" valign="middle" >16.20</td><td align="center" valign="middle" >21.60</td><td align="center" valign="middle" >27.00</td><td align="center" valign="middle" >955</td></tr><tr><td align="center" valign="middle" >PA + UDD</td><td align="center" valign="middle" >0.01</td><td align="center" valign="middle" >0.01 (1 + i)</td><td align="center" valign="middle" >0.83</td><td align="center" valign="middle" >15.90</td><td align="center" valign="middle" >21.20</td><td align="center" valign="middle" >26.50</td><td align="center" valign="middle" >1008</td></tr><tr><td align="center" valign="middle" >PA + CNT</td><td align="center" valign="middle" >0.01</td><td align="center" valign="middle" >0.01 (1 + i)</td><td align="center" valign="middle" >0.83</td><td align="center" valign="middle" >18.72</td><td align="center" valign="middle" >24.96</td><td align="center" valign="middle" >31.20</td><td align="center" valign="middle" >1320</td></tr></tbody></table></table-wrap><p>The optimal parameters p * = ( β * , λ * ) are computed as optimal solutions to LSP (1) using the baseline norm ‖   ⋅   ‖ = ‖   ⋅   ‖ T , γ and the alternative norm ‖   ⋅   ‖ = ‖   ⋅   ‖ S , s . These computations are performed with Maple<sup>TM</sup> [<xref ref-type="bibr" rid="scirp.122065-ref13">13</xref>]. The computed parameter estimates are presented in <xref ref-type="table" rid="table3">Table 3</xref> and the resulting wellness-of-fit between the parameterized models and experimental observations are illustrated in <xref ref-type="fig" rid="fig3">Figure 3</xref>.</p><p>As observed earlier [<xref ref-type="bibr" rid="scirp.122065-ref1">1</xref>] [<xref ref-type="bibr" rid="scirp.122065-ref3">3</xref>], the model m ( p , t ) has an elegant simplification under its Laplace transformation</p><p>M ( p , s ) : = L { m ( p , t ) } = σ E 1 s [ 1 + λ s 1 − α + β ] (10)</p><p>Furthermore, each function r with the form (9) has a closed-form Laplace transform denoted by R ( s ) . Thus, for each s satisfying ℜ ( s ) &gt; 0 , problem (1) takes the following elegant form when ‖   ⋅   ‖ = ‖   ⋅   ‖ S , s :</p><p>min p ∈ P ‖ M ( p , s ) − R ( s ) ‖ 2 2 (11)</p><p>Solving the LSP (11) is computationally more accurate and less expensive than solving the corresponding LSP (1) with ‖   ⋅   ‖ = ‖   ⋅   ‖ T , γ . This is consistent with the</p><table-wrap id="table3" ><label><xref ref-type="table" rid="table3">Table 3</xref></label><caption><title> Optimal parameter estimates</title></caption><table><tbody><thead><tr><th align="center" valign="middle"  rowspan="2"  >material</th><th align="center" valign="middle"  rowspan="2"  >load</th><th align="center" valign="middle"  colspan="2"  >β</th><th align="center" valign="middle"  colspan="2"  >λ</th></tr></thead><tr><td align="center" valign="middle" >‖   ⋅   ‖ T , γ</td><td align="center" valign="middle" >‖   ⋅   ‖ S , s</td><td align="center" valign="middle" >‖   ⋅   ‖ T , γ</td><td align="center" valign="middle" >‖   ⋅   ‖ S , s</td></tr><tr><td align="center" valign="middle"  rowspan="3"  >PA</td><td align="center" valign="middle" >σ 0.3</td><td align="center" valign="middle" >0.061</td><td align="center" valign="middle" >0.083</td><td align="center" valign="middle" >654.621</td><td align="center" valign="middle" >683.217</td></tr><tr><td align="center" valign="middle" >σ 0.4</td><td align="center" valign="middle" >−0.011</td><td align="center" valign="middle" >0.015</td><td align="center" valign="middle" >570.776</td><td align="center" valign="middle" >599.720</td></tr><tr><td align="center" valign="middle" >σ 0.5</td><td align="center" valign="middle" >−0.050</td><td align="center" valign="middle" >−0.027</td><td align="center" valign="middle" >530.258</td><td align="center" valign="middle" >561.334</td></tr><tr><td align="center" valign="middle"  rowspan="3"  >PA + UDD</td><td align="center" valign="middle" >σ 0.3</td><td align="center" valign="middle" >0.020</td><td align="center" valign="middle" >0.002</td><td align="center" valign="middle" >623.307</td><td align="center" valign="middle" >598.596</td></tr><tr><td align="center" valign="middle" >σ 0.4</td><td align="center" valign="middle" >−0.025</td><td align="center" valign="middle" >0.011</td><td align="center" valign="middle" >561.117</td><td align="center" valign="middle" >608.101</td></tr><tr><td align="center" valign="middle" >σ 0.5</td><td align="center" valign="middle" >−0.047</td><td align="center" valign="middle" >0.009</td><td align="center" valign="middle" >530.750</td><td align="center" valign="middle" >600.000</td></tr><tr><td align="center" valign="middle"  rowspan="3"  >PA + CNT</td><td align="center" valign="middle" >σ 0.3</td><td align="center" valign="middle" >0.011</td><td align="center" valign="middle" >0.012</td><td align="center" valign="middle" >585.827</td><td align="center" valign="middle" >588.197</td></tr><tr><td align="center" valign="middle" >σ 0.4</td><td align="center" valign="middle" >−0.075</td><td align="center" valign="middle" >0.034</td><td align="center" valign="middle" >481.834</td><td align="center" valign="middle" >613.805</td></tr><tr><td align="center" valign="middle" >σ 0.5</td><td align="center" valign="middle" >−0.126</td><td align="center" valign="middle" >0.022</td><td align="center" valign="middle" >433.514</td><td align="center" valign="middle" >614.225</td></tr></tbody></table></table-wrap><p>motivation and observation seen in earlier works [<xref ref-type="bibr" rid="scirp.122065-ref1">1</xref>] [<xref ref-type="bibr" rid="scirp.122065-ref3">3</xref>] [<xref ref-type="bibr" rid="scirp.122065-ref14">14</xref>] associated with the use of Laplace transform-based approaches to estimating the optimal model parameters.</p></sec><sec id="s4"><title>4. Conclusions</title><p>This paper contributes a mathematical foundation for the comparison between time domain least squares parameter estimation problems formulated using the norm ‖   ⋅   ‖ T , γ and Laplace domain least squares parameter estimation problems introduced in [<xref ref-type="bibr" rid="scirp.122065-ref1">1</xref>] [<xref ref-type="bibr" rid="scirp.122065-ref3">3</xref>], applied in [<xref ref-type="bibr" rid="scirp.122065-ref5">5</xref>] [<xref ref-type="bibr" rid="scirp.122065-ref8">8</xref>], and formulated using the alternative norm ‖   ⋅   ‖ S , s as defined in Section 2. A relationship between the norms ‖   ⋅   ‖ T , γ and ‖   ⋅   ‖ S , s is analyzed in terms of norm equivalence, and in exploring this equivalence, the existence of the necessary upper bound coefficient u , 0 &lt; u &lt; ∞ was shown to exist in Section 2 using the two inner product structures (2) and (3) defined on X. However, the non-existence of the corresponding lower bound coefficient l , 0 &lt; l &lt; u , is demonstrated through two counterexamples. From the bounding relationship (6), inclusion relationships (7) of sublevel sets follow that provides a sense in which the norm ‖   ⋅   ‖ S , s penalizes certain types of model-observation deviation more leniently than the norm ‖   ⋅   ‖ T , γ .</p><p>The plots of <xref ref-type="fig" rid="fig3">Figure 3</xref> suggest that the solutions p * = ( β * , λ * ) to LSP (1) with ‖   ⋅   ‖ = ‖   ⋅   ‖ S , s yield improved model-observation fit over the corresponding solutions with ‖   ⋅   ‖ = ‖   ⋅   ‖ T , γ . In addition to the computational advantages associated with solving (11), the improvement is also attributed to the relatively lenient (in a sense derived from the inclusion relationships (7)) penalization of certain types of model-observation by ‖   ⋅   ‖ S , s as compared with ‖   ⋅   ‖ T , γ . If the types of model-observation deviations that are penalized leniently are subjectively negligible to the model user, then the computation of the optimal solutions ( β * , λ * ) to LSP (1) with ‖   ⋅   ‖ = ‖   ⋅   ‖ S , s is more flexible, and this results in subjectively improved model-observation fit as compared with the fit obtained with the use of the norm ‖   ⋅   ‖ = ‖   ⋅   ‖ T , γ .</p></sec><sec id="s5"><title>Acknowledgements</title><p>The authors thank Mr. Brian Dandurand of Argon National Laboratory, Chicago, IL. For valuable insights, discussions, and computations provide.</p></sec><sec id="s6"><title>Conflicts of Interest</title><p>The authors declare no conflicts of interest regarding the publication of this paper.</p></sec><sec id="s7"><title>Cite this paper</title><p>Viktorova, I., Alekseeva, S. and Kose, M. (2022) Mathematical Analysis of Two Approaches for Optimal Parameter Estimates to Modeling Time Dependent Properties of Viscoelastic Materials. Applied Mathematics, 13, 949-959. https://doi.org/10.4236/am.2022.1312059</p></sec><sec id="s8"><title>The List of the Variables Used in This Paper</title><p>p: parameters in time-domain model</p><p>m ( p , ⋅ ) : model equation</p><p>ε ( t ) : strain</p><p>r ( t ) : regression function</p><p>( X , ‖   ⋅   ‖ ) : norm induced topology</p><p>X: space of all condition functions of real variables</p><p>F: Laplace transformation</p><p>‖   ⋅   ‖ T , γ : baseline norm in real domain</p><p>‖   ⋅   ‖ S , s : alternative norm in Laplace complex domain</p><p>V: vector space</p><p>u, v, w: vectors</p><p>λ: constant</p><p>s: complex variable</p><p>t: real variable</p><p>f, g: real valued functions</p><p>F(s), G(s): Laplace transforms of f andg functions</p><p>L: lower bound coefficient</p><p>ω: real parameter &gt; 0</p><p>γ: complex valued parameter</p><p>δ: small real number</p><p>σ: stress level</p><p>E: Young’s modulus</p><p>α, β, λ: material specific kernel parameters</p><p>Γ: Gamma function</p><p>c<sub>i</sub>: regression function coefficients</p></sec></body><back><ref-list><title>References</title><ref id="scirp.122065-ref1"><label>1</label><mixed-citation publication-type="other" xlink:type="simple">Rabotnov, Y.N. (1969) Creep Problems in Structural Members. North-Holland Series in Applied Mathematics and Mechanics, 7, 803 p.</mixed-citation></ref><ref id="scirp.122065-ref2"><label>2</label><mixed-citation publication-type="other" xlink:type="simple">Suvorova, Y.V., Sorina, T.G., Viktorova, I.V. and Mikhailov, V.V. (1980) Effect of the Loading Rate on the Character of Fracture of Carbon-Fiber-Reinforced Plastics. Mechanics of Composite Materials, 16, 847-851. https://doi.org/10.1007/BF00610184</mixed-citation></ref><ref id="scirp.122065-ref3"><label>3</label><mixed-citation publication-type="journal" xlink:type="simple"><name name-style="western"><surname>Suvorova</surname><given-names> Y.V. </given-names></name>,<etal>et al</etal>. (<year>2004</year>)<article-title>On the Nonlinear Hereditary Type Equation by Yu. N. Rabotnov and Its Applications</article-title><source> Mechanics of Solids</source><volume> 1</volume>,<fpage> 174</fpage>-<lpage>181</lpage>.<pub-id pub-id-type="doi"></pub-id></mixed-citation></ref><ref id="scirp.122065-ref4"><label>4</label><mixed-citation publication-type="other" xlink:type="simple">Selivanov, M. and Chornoivan, Y. (2012) Computational Optimization of Characteristics for Composites of Viscoelastic Components. Journal of Engineering Mathematics, 74, 91-100. https://doi.org/10.1007/s10665-011-9477-1</mixed-citation></ref><ref id="scirp.122065-ref5"><label>5</label><mixed-citation publication-type="other" xlink:type="simple">Viktorova, I., Dandurand, B., Alekseeva, S. and Fronya, M. (2012) The Modeling of Creep for Polymer-Based Nanocomposites Using an Alternative Nonlinear Optimization Approach. Mechanics of Composite Materials, 48, 1-14. https://doi.org/10.1007/s11029-013-9313-y</mixed-citation></ref><ref id="scirp.122065-ref6"><label>6</label><mixed-citation publication-type="other" xlink:type="simple">Wu, Z. (2020) A New Parameter Heteromorphic Elliptic: Properties and Applications. World Journal of Engineering and Technology, 8, 642-657. https://doi.org/10.4236/wjet.2020.84045</mixed-citation></ref><ref id="scirp.122065-ref7"><label>7</label><mixed-citation publication-type="other" xlink:type="simple">Titelman, L. (2021) Generalized Parameters of Porous Materials as Similarity Numbers. Advances in Materials Physics and Chemistry, 11, 177-201. https://doi.org/10.4236/ampc.2021.1111017</mixed-citation></ref><ref id="scirp.122065-ref8"><label>8</label><mixed-citation publication-type="other" xlink:type="simple">Dandurand, B., Viktorova, I. and Alekseeva, S. (2013) A Comparison of the Time-Domain and Laplace-Domain Least Squares Parameter Estimation for Modeling Properties of Viscoelastic Materials. Problems of Machine Building and Automatization, 3, 106-111.</mixed-citation></ref><ref id="scirp.122065-ref9"><label>9</label><mixed-citation publication-type="other" xlink:type="simple">Dandurand, B. (2013) Mathematical Optimization for Engineering Design Problems. Ph.D. Thesis, Clemson University, Clemson.</mixed-citation></ref><ref id="scirp.122065-ref10"><label>10</label><mixed-citation publication-type="other" xlink:type="simple">Churchill, R.V. (1958) Operational Mathematics. 2nd Edition, McGraw-Hill Book Company, Inc., New York.</mixed-citation></ref><ref id="scirp.122065-ref11"><label>11</label><mixed-citation publication-type="other" xlink:type="simple">Ponnusamy, S. (2002) Foundations of Functional Analysis. Alpha Science.</mixed-citation></ref><ref id="scirp.122065-ref12"><label>12</label><mixed-citation publication-type="other" xlink:type="simple">Weisstein, E. (2002) Lerch’s Theorem. MathWorld, A Wolfram Web Resource. http://mathworld.wolfram.com/LerchsTheorem.html</mixed-citation></ref><ref id="scirp.122065-ref13"><label>13</label><mixed-citation publication-type="other" xlink:type="simple">Maple 17. Maplesoft, a Division of Waterloo Maple Inc., Waterloo, Ontario.</mixed-citation></ref><ref id="scirp.122065-ref14"><label>14</label><mixed-citation publication-type="other" xlink:type="simple">Dandurand, B., Viktorova, I., Alekseeva, S. and Goodson, S. (2011) Nonlinear Modeling and Optimization of Parameters for Viscoelastic Composites and Nanocomposites. Problems of Machine Building and Automatization, 3, 51-57.</mixed-citation></ref></ref-list></back></article>