Jianwei Zhang,
Han Jiang*,
Guozheng Kang,
Chengkai Jiang and
Fucong Lu
Applied Mechanics and Structure Safety Key Laboratory of Sichuan Province, School of Mechanics and Engineering, Southwest Jiaotong University, Chengdu, Sichuan 610031, China. E-mail: jianghan@home.swjtu.edu.cn; Fax: +86-28-87600797; Tel: +86-28-87601442
First published on 19th August 2015
Although the von Mises criterion has been generally adopted to obtain the equivalent stress for materials under multiaxial loading, it does not consider the influence of the tension–compression asymmetry of pressure-sensitive materials. For polymeric materials, to include the non-negligible effect of the tension–compression asymmetry, this work proposes a new form of equivalent stress in which the tensile and compressive yield strengths are presented. This form is compared with the work of von Mises, Bai and Christensen with the support of experimental data. It was found that the proposed form is more suitable for polymeric materials under combined axial–torsional loading conditions. The implications of the present findings for designing stress-controlled combined axial–torsional loading experiments are also discussed.
Although a lot of work has been conducted on the yield criterion for polymeric materials, little attention has been paid to the equivalent stress for combined axial–torsional loading considering the effect of tension–compression asymmetry. The form of the von Mises equivalent stress, , was used for combined axial–torsional loading while neglecting the tension–compression asymmetry.18–20 This is no longer valid for many polymeric materials. Since the von Mises equivalent stress overestimates the shear stress under tension–torsion loading conditions, Mittal et al.21 suggested an empirical equivalent stress
for PMMA under monotonic tension–torsion loading conditions. Furthermore, Sittner et al.22 proposed
for shape memory alloys. Mittal’s and Sittner’s work only focused on the influence of shear stress, while the tension–compression asymmetry property of polymeric materials was not included.
In this paper, a modified form of the von Mises equivalent stress considering the tension–compression asymmetry property of polymeric materials is proposed. It is compared with the work of von Mises, Bai23 and Christensen24,25 with the help of experimental data of three polymeric materials, which show different levels of sensitivity towards tension–compression asymmetry, i.e. polycarbonate (PC), polymethyl methacrylate (PMMA) and polystyrene (PS). As the proposed form of equivalent stress is shown to be more suitable for polymeric materials, it can be used to guide the experimental design for combined axial–torsional loading.
![]() | (1) |
For materials sensitive to pressure, Bai et al.23 proposed:
![]() ![]() ![]() | (2) |
![]() | (3) |
Eqn (2) can be reformed in terms of the principle stress:
![]() | (4) |
Christensen24,25 proposed “a two-property yield for homogeneous, isotropic materials”:
![]() | (5) |
For combined axial–torsional experiments, the von Mises equivalent stress can be written as:
![]() | (6) |
Bai’s work (eqn (4)) can be reformed for combined axial–torsional experiments as:
![]() | (7) |
Based on eqn (5), the equivalent stress for Christensen’s work under combined axial–torsional loading is written as:
![]() | (8) |
While the von Mises equivalent stress gives the simplest form of the equation, Bai’s and Christensen’s work takes into consideration the tension–compression asymmetry but with relatively complicated forms.
We can reform eqn (2) as:
![]() | (9) |
Squaring both sides of eqn (9) gives:
![]() | (10) |
For combined axial–torsional loading, it can be rewritten as:
![]() | (11) |
For relatively ductile polymers, |C − T| ≪ |C + T|, then . Noticing that
, we take the square root of both sides of eqn (11) to get:
![]() | (12) |
Eqn (12) can be reduced to the form of the von Mises equivalent stress as in eqn (6) for the tension–compression symmetry case, i.e. T = C. As one can see in Table 1, the proposed equivalent stress not only takes into consideration the tension–compression asymmetry as Bai and Christensen did, but it also has a more concise form than both of them, which is quite appealing.
For PC, which has a relatively low sensitivity towards tension–compression asymmetry with αPC = 0.09, the four kinds of equivalent stress for combined axial–torsional loading are shown in Fig. 1a. The experimental results for PC were obtained from uniaxial tension, compression and a series of proportional combined axial–torsional experiments at a constant strain rate of 5 × 10−3 s−1 at room temperature in the authors’ lab. The axial and torsional stresses are nondimensionalized by the tensile yield strength. It can be found from Fig. 1a that the von Mises equivalent stress cannot describe the tension–compression asymmetry of PC very well, while the proposed form shows a capability as good as Bai’s and Christensen’s forms.
![]() | ||
Fig. 1 Comparison between the experimental data and the four forms of the equivalent stress, i.e. the von Mises, Bai, Christensen and proposed forms, under combined axial–torsional conditions: (a) PC, (b) PMMA (@60 °C), (c) PS (@90 °C). The experimental data for PMMA and PS are from the literature.27 |
For PMMA (αPMMA = 0.32) and PS (αPS = 0.94), which are more sensitive to the tension–compression asymmetry than PC, the comparisons between the four forms of equivalent stress and the experimental data are given in Fig. 1b and c, respectively. It should be noted that PMMA and PS are brittle at room temperature, and not suitable for discussion about yield behaviour. However, at elevated temperatures, i.e. PMMA at 60 °C and PS at 90 °C, they do appear to show a certain ductility and the yield strengths are measurable. So the experimental results for PMMA (@60 °C) and PS (@90 °C) were taken from the literature27 to evaluate the proposed form of the equivalent stress in this paper. For all three polymers, the von Mises equivalent stress does not consider the tension–compression asymmetry. The Christensen form gives overestimated results for the torsional stress and this is more obvious for the materials with a higher sensitivity towards tension–compression asymmetry, such as PS. Bai’s form and the proposed form are more suitable under combined axial–torsional loading.
![]() | ||
Fig. 2 Comparison between the experimental data and the four forms of the equivalent stress, i.e. the von Mises, Bai, Christensen and proposed forms, in plane stress space: (a) PC, (b) PMMA (@60 °C), (c) PS (@90 °C). The experimental data for PMMA and PS are from the literature.27 |
Based on the discussions above, with a simple form, the proposed form of equivalent stress can be used for both combined axial–torsional loading and plane stress space. Only the tensile and compressive yield strengths, which can easily be obtained from uniaxial tests, are included in the proposed form of the equivalent stress, as shown in eqn (12). No curve fitting procedures are required.
The stress-controlled axial–torsional combined loading experiments of polymeric materials have drawn much attention because of their significance in safety assessments.18,19,28–30 Eqn (12) is very important for the design of such loading conditions for polymeric materials with a high sensitivity towards tension–compression asymmetry. The proposed equivalent stress can successfully describe the tension–compression asymmetry of polymers with a relatively simple form, which shows clear physical meaning.
1. Using tensile (T) and compressive (C) yield strengths, no curve fitting parameters are needed in the proposed form. When T = C, the proposed form reduces to the von Mises equivalent stress. When T ≠ C, it has been validated with experimental data for PC, PMMA and PS.
2. While Bai’s form overestimates the yield stress for plane strain compression and Christensen’s form overestimates the torsional stress, the proposed equivalent stress can describe the two loading conditions mentioned above well with a concise form.
3. For polymeric materials with the tension–compression asymmetry property, the proposed form of the equivalent stress is more suitable to guide the experimental design of combined axial–torsional loading.
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