1976
DOI: 10.1177/0021955x7601200501
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Predicting the Flexural Rigidity of Thermoplastic Structural Foams

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Cited by 25 publications
(23 citation statements)
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“…Later, Moore et al [15] proposed a simple empirical power-law model to account for nonlinear behavior. Hobbs [16] proposed several equivalent density beams to simplify the calculations. This led to the famous I-beam model.…”
Section: Flexural Modulus Modelsmentioning
confidence: 99%
“…Later, Moore et al [15] proposed a simple empirical power-law model to account for nonlinear behavior. Hobbs [16] proposed several equivalent density beams to simplify the calculations. This led to the famous I-beam model.…”
Section: Flexural Modulus Modelsmentioning
confidence: 99%
“…For I-Beam B, C, D and E, each model's total area of cross section is made to be equal to that of I-Beam A. The equivalent of moment of inertia I~ for these five I-Beam models are listed in Equations (3)- (7) [10]. In addition, the derivation of the equation for I-Beam E model is also provided in Appendix.…”
Section: Theorymentioning
confidence: 99%
“…E'/Es, i. e. the reduced flexural modulus of a structural foam can then be obtained by the following equations [10]:…”
Section: Theorymentioning
confidence: 99%
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