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Journal of Engineered Fibers and Fabrics 96 http://www.jeffjournal.org Volume 8, Issue 4 – 2013 96 Impact of Weft Laid-in Structural Knitting Design on Fabric Tension Behavior and Interfacial Pressure Performance of Circular Knits Rong Liu, PhD 1,2 , Terence T. Lao, MBBS, MD 3 , S.X. Wang, PhD 4 1 Chemtax Industrial Company Ltd., Kwai Chung, HONG KONG 2 AC Carpi Apparel Company Ltd., Kwai Chung, HONG KONG 3 The Chinese University of Hong Kong, Shatin, New Territories, HONG KONG 4 The Hong Kong Polytechnic University, Hung Hum, Kowloon, HONG KONG Correspondence to: Rong Liu email: [email protected] ABSTRACT Inlay yarn and laid-in stitches as important technical knitting elements have been commonly applied in the structural design and pressure control of compression textiles for certain healthcare and therapeutic purposes. In this study, complex weft laid-in stitches design changed the configurations of the studied elastic hoses and exerted significant impact on tension properties and pressure performance. The elastic hoses with laid-in structure involving more tuck loops generated lower tensile energy and elastic hysteresis in stretch. The resulting interfacial pressure thus generated showed a significantly increasing trend and better linear relationship with the raising of tension ratios. The hoses with longer floated inlay yarn increased the fabric extensibility but reduced tensile recovery. The geometric and morphologic deformations in stitches structure may impact the loop densities and compressive forces, thus varying the interfacial pressure generated during stretching. Laplace’s law verified the interactive relations among pressure, tension, and curvature radius; however, its accuracy in the evaluation of pressure magnitudes of compression textiles needs to be further studied. Keywords: Laid-in stitches, Tension behavior, Interfacial pressure, Compression textiles, Circular knits INTRODUCTION Compression garments as one type of special wearing morphology have been widely used in medical and sports fields to accommodate certain physical or physiological demands through the provision of engineering designed support and pressure and tactile characteristics to targeted areas of the human body [1-3]. Compression stockings are one type of typical compression garment, which have been established as a cornerstone mechanical method in the prophylaxis and therapeutic management of varicose veins, venous thrombosis, and lymphoedema [4-6]. They are normally worn from morning until night in the stretched state, which provides sustainable pressure for ten or more hours of wearing. Therefore how to maintain and control pressure performance is the key issue to be considered in compression textile product design and development. Inlay yarn and laid-in stitches are the key knitting elements in the fabrication of compression textiles, and play a critically important role in managing and controlling pressure magnitudes, and influencing fabric durability, flexibility, wearing comfort, and expected biofunctional effectiveness in practical use. The laid-in fabric normally consists of a ground structure of knitted yarn (i.e. body yarn) that is held in position, and which results in the thickness and stiffness of the knitted fabric; while inlay yarn incorporated into the structure without knitting into loops during the same knitting cycle generates a certain compression force that is delivered by the garment. Single or double covered Lycra or spandex with different stretch moduli and linear densities are usually fed into the laid-in thread and knitted fabrics

Transcript of Impact of Weft Laid-in Structural Knitting Design on …12) R...knitting elements have been commonly...

Page 1: Impact of Weft Laid-in Structural Knitting Design on …12) R...knitting elements have been commonly applied in the structural design and pressure control of compression textiles for

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Impact of Weft Laid-in Structural Knitting Design on Fabric Tension Behavior and Interfacial Pressure

Performance of Circular Knits

Rong Liu, PhD1,2, Terence T. Lao, MBBS, MD3, S.X. Wang, PhD4

1Chemtax Industrial Company Ltd., Kwai Chung, HONG KONG

2AC Carpi Apparel Company Ltd., Kwai Chung, HONG KONG

3The Chinese University of Hong Kong, Shatin, New Territories, HONG KONG

4The Hong Kong Polytechnic University, Hung Hum, Kowloon, HONG KONG

Correspondence to:

Rong Liu email: [email protected] ABSTRACT Inlay yarn and laid-in stitches as important technical knitting elements have been commonly applied in the structural design and pressure control of compression textiles for certain healthcare and therapeutic purposes. In this study, complex weft laid-in stitches design changed the configurations of the studied elastic hoses and exerted significant impact on tension properties and pressure performance. The elastic hoses with laid-in structure involving more tuck loops generated lower tensile energy and elastic hysteresis in stretch. The resulting interfacial pressure thus generated showed a significantly increasing trend and better linear relationship with the raising of tension ratios. The hoses with longer floated inlay yarn increased the fabric extensibility but reduced tensile recovery. The geometric and morphologic deformations in stitches structure may impact the loop densities and compressive forces, thus varying the interfacial pressure generated during stretching. Laplace’s law verified the interactive relations among pressure, tension, and curvature radius; however, its accuracy in the evaluation of pressure magnitudes of compression textiles needs to be further studied. Keywords: Laid-in stitches, Tension behavior, Interfacial pressure, Compression textiles, Circular knits

INTRODUCTION Compression garments as one type of special wearing morphology have been widely used in medical and sports fields to accommodate certain physical or physiological demands through the provision of

engineering designed support and pressure and tactile characteristics to targeted areas of the human body [1-3]. Compression stockings are one type of typical compression garment, which have been established as a cornerstone mechanical method in the prophylaxis and therapeutic management of varicose veins, venous thrombosis, and lymphoedema [4-6]. They are normally worn from morning until night in the stretched state, which provides sustainable pressure for ten or more hours of wearing. Therefore how to maintain and control pressure performance is the key issue to be considered in compression textile product design and development. Inlay yarn and laid-in stitches are the key knitting elements in the fabrication of compression textiles, and play a critically important role in managing and controlling pressure magnitudes, and influencing fabric durability, flexibility, wearing comfort, and expected biofunctional effectiveness in practical use. The laid-in fabric normally consists of a ground structure of knitted yarn (i.e. body yarn) that is held in position, and which results in the thickness and stiffness of the knitted fabric; while inlay yarn incorporated into the structure without knitting into loops during the same knitting cycle generates a certain compression force that is delivered by the garment. Single or double covered Lycra or spandex with different stretch moduli and linear densities are usually fed into the laid-in thread and knitted fabrics

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to achieve specific stretch and pressure scales. The degree of stretch and recovery of knitted fabrics depends on the amount of elastic material incorporated and on the stitch construction of the fabrics [7]. The interfacial pressure generated by stretch fabrics when applying them onto 3D body shapes will vary largely as a result of the stretching of inlay yarn, deformation of laid-in stitches and fabrics under multi-directional forces, as well as the complex curved contact interfaces. To keep the inlay yarn in the technical back of the fabric structure, it is necessary to knit the inlay yarn into occasional tuck stitches for shape retention [8]. Through integrating laid-in threads and structural design (e.g. plain, tuck, miss), the formed laid-in stitches could modify one or more of the following materials properties: elastic stretch and recovery, dimension stability, handle, weight, and visual appearance. The quantitative relationships between a material’s mechanical properties and the pressure profile of compression hosiery have been established in previous related studies [9]. However, limited reports are available on the effects of inlay yarn and laid-in stitches on fabric properties and the pressure generated. Therefore, in this study, we investigated the impact of different laid-in stitches knitting designs on structural characteristics, tension behavior, and interfacial pressure performances induced by circular knitted fabrics through knitting constructional design, instrumental evaluation, and quantitative analysis. The study methodology and results of this study helped us understand structure features, mechanical properties, and their interaction involved in compression textiles, and provided a practical reference on the application of laid-in stitches and structural design in compression textile products for healthcare and medical use.

FIGURE 1. The passage of inlay yarn from yarn package to yarn carrier and needle hook.

MATERIALS AND METHODS Stitches Design and Fabrication The studied elastic fabrics were knitted in the form of seamless hoses. Five types of elastic hoses with different designed laid-in stitches were generated by using a professional medical hosiery circular knitting machine (Lonati LA-60 ME) with a cylinder diameter of 6 inches, machine gauge of E20, 4 yarn feeders, and total number of needles equal to 368. Nylon double covered Lycra® yarn with linear density of 40D/40D/40D was used as technical face yarn fed at the second and fourth yarn feeders, and the elastic inlay yarn used was nylon double covered Lycra® yarn with yarn count of 520D/20D/20D fed through the first and third yarn feeders. The inlay yarn arrangement and the key devices of tension controllers involved in the forming process of laid-in stitches are shown in Figure 1. The inlay yarn is normally thicker than the usually used covered Lycra® yarn, so it is suggested that they be fed into the first yarn finger with a larger pinhole. The PYF is the device used to control the amount of feeding quantity of inlay yarn in the elastic fabric through adjusting its revolving speed. The higher the speed, the more covered Lycra yarn fed into the knits. The tension of inlay yarn was controlled by a Yoyo tensioner before rolling around to PYF yarn feeding controller, the tension force of which was set at 4.0 grams in this study. Different combination designs of loop configurations at the four yarn feeders were given to achieve different physical properties of laid-in fabrics, which were visualized by using the computer-aided design system (CAD) (Photon module of Graph 6 system, Lonati LA-60 ME, Lonati, Italy). Figure 2 (EH1-EH5) illustrates the different knitting structural designs in PAT format created by the CAD system and corresponding stitch notations (Figure 2(EH1-1-EH5-1)). Three different colors were designated to stand for three different types of knitting stitches and needle moving tracks in the knitting system, in which green color means plain stitches, blue tuck stitch, and black miss stitch. Their corresponding loop configurations are illustrated in Figure 3. The notations of the needle movement along the cam tracks at the formation of loops and the needle paths relative to the sinker level along the needle bed of the five types of laid-in stitches design are displayed in Figure 4. Most of the tuck and miss structures produced at the first and third knitting courses allow the inlay yarn to be held with the stitch loops formed in the previous knitting cycles. The structure design applied in the elastic hose 1 (EH1) is the most commonly used 1x1

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laid-in stitches in medical compression hosiery. Compared with this, the structure design used in elastic hose 2 (EH2) has longer inlay threads floating at the technical back, forming a false rib visual effect. Based on the EH1, more miss loops were added to form a 1X1 knit-miss stitch complex at the knitting courses in the elastic hose 3 (EH3). The increasingly used tuck loops in the knitting courses produced

greater stability and shape retention in fabric structure of the elastic hose 4 (EH4). Compared with structure EH2, more miss stitches were designed in the laid-in courses of fabric structure of the elastic hose 5 (EH5), resulting in a narrower tube in width and a more obviously false rib effect with much longer inlay threads floating behind the technical face.

FIGURE 2. Designed laid-in stitches in PAT format (EH1-EH5) and corresponding stitch notations (EH1-1-EH5-1).

FIGURE 3. Schematic diagram of different designed laid-in loop structures.

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FIGURE 4. Cam tracks and needle paths of five different laid-in stitches design.

Table I shows the dimensional and basic physical features of the studied elastic hoses with different laid-in stitches design. TABLE I. Dimensional and physical features of the studied seamless elastic hoses.

Tension Behavior To investigate the impact of different laid-in stitches on tension behavior of seamless elastic hoses, the revolving speed of PYF was fixed at 700 RPM and the sizing motor was set up at 600 steps. 603 knitting courses were involved in each piece of the studied elastic hoses. The elongation and recovery properties of the elastic hoses were investigated using the constant rate of extension electronic fabric extension tensile instrument (MY-9000-S) with the set maximum load at 44 N (about 4500 gf) and at 100 mm/minute constant rate of extension under a standard testing condition (temperature: 21±1°C and

relatively humidity: 65±2%) in terms of standard ASTM D1776-04. Some differences in widths were found among the knitted tubular hoses due to different laid-in stitches structures (Table I). To standardize the dimensions of the tested specimens, six segmental pieces with 90 mm X 180 mm were cut from the original tubular hoses along wale and course directions respectively (three pieces per one direction). Before placing the specimen on the two clamps in the tensile tester, we folded the fabric swatches along the horizontal central line and sewed the two edges together with 3 mm seam allowances at each edge to form a fabric loop, so the 84 mm was regarded as the initial length (L0). The distance between upper and lower clamps was adjusted to be 80 mm to accommodate the tested specimen considering 4 mm of thickness of two clamps. Three cycles of tension were set up between zero extension and the specified cycle load at 44 N when placing the fabric loop on the clamps. The distance of the two clamps of the last cycle extension was regarded as the extended length Le. After the extension test, the tested fabric loop was taken off from clamps and placed on the flat surface under the conditioned environment for one hour and then the length of the relaxed fabric loop (Lc) was measured. The elongation (ER) and recovery (RR)

Items EH1 EH2 EH3 EH4 EH5

Width (cm) 9.8 9.5 9.5 10.5 9.4

Length (cm) 71 73 64.5 42 66.5

Density (stitches/cm²)

420 528 546 380 437

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ratios of the studied elastic hose fabrics was obtained by using the following Eq. (1) and Eq. (2),

ER (%) = [Le (mm)-L0 (mm)]/L0 (mm) X 100 (1)

RR (%)=[Le (mm)-Lc (mm)]/[Le (mm) –L0 (mm)]X 100 (2) However, the values of ER and RR alone were not enough to understand the dynamic tension behavior of the studied elastic hoses. Therefore we further analyzed the tension curves to explore further their mechanical performance under tension. In the tension test, the dynamic tension properties of the studied hose fabrics were simultaneously measured by plotting a pair of tensile force extension and recovery curves between zero and a maximum force of 44 N, as shown in Figure 5. The tensile energy W can be quantitatively estimated by Eq. (3).

x

xdxFW0

)()( (3)

where x is the displacement of the fabric stretched;

)(xF is the tensile force needed in response to the

stretched displacement. With the decreasing of the stretch loading, the return curve formed reflects the tensile resilience energy W’ of the fabrics, which can be calculated by

x

xdxFW0

'' )()( (4)

It can be seen that the loading and unloading curves do not follow the same track. The area encircled by the two curves forms a hysteresis loop, which indicates the energy dissipated due to material plasticity during extension process. The property of elastic hysteresis could be a useful parameter to evaluate the viscoelastic properties of the studied elastic hose fabrics. To obtain the areas encircled by the tensile and resilience curves, the trapezoidal rule was considered to be a simple and effective quadrature rule. The approximation of the definite integrals is usually referred to as the numerical integration or quadrature. According to the trapezoid rule, the partial sum of individual trapezoid areas could quantitatively present the elastic hysteresis when the fabric is stretched under a certain tensile loading as shown in Figure 5. The mathematic analysis was defined in the following way

)(2

)21()21(1

1

1

11ii

n

i

iiii xxyyyy

S

(5)

where S is the approximate area encircled by two load curves,

iy1 is tensile curve (load increasing), iy2 is

resilience curve (load decreasing). From the load-strain curve, tensile resilience RT (%) can be obtained by the ratio of W and W’ as the following equation

%100/' WWRT (6)

FIGURE 5. Load-strain curves of elastic materials The extensibility or tensile stretch EMT (%) can be determined by the percent stretch displacement at maximum applied force as the following method

%1001

0

a

aEMT m (7)

Where ma is the maximum displacement of the fabric

under the maximum stretch loading; a0 is the original distance between upper and lower clamps (i.e. 80 mm) when the tested fabric loop was worn on the clamps under zero stretch loading (F0). In this study, we used ER% and RR% aforementioned to replace EMT to describe elastic deformation ratio of the studied hose fabrics.

The tensile linearity in extension reflects the degree of buckling deformation of tensile curve of the tested elastic fabrics, thus, we have

(8)

where

mF is the maximum stretch loading. Then, the

tension behavior of the studied elastic hoses with different laid-in stitches design could be qualitatively evaluated by using multi-index notations including tensile energy (W), tensile resilience energy (W’), tensile resilience (RT%), linearity of load extension curve (L), and elastic hysteresis (S). The greater the

2/ m

m

aFWL

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tensile energy and tensile strain, the easier the fabric deforms in stretch loading; the lower the tensile resilience, the poorer the fabric shape retains; the lower elastic hysteresis, the more stable and durable the compression of hoses perform in practical wearing.

Structural Characteristics in Stretch Deformation The stitch geometric deformation on the technical face and technical back were observed in both stretch and unstretched status by using a Digital Microscope as shown in Figure 6. It can be seen that less deformation in stitch structures were found in EH4 and EH3. Longer floated inlay yarn in technical back of EH5 may increase the chance to snag and scratch in practical use.

FIGURE 6. Sitches geometric deformation under stretched and unstretched conditions.

Interfacial Pressure Evaluation The impact of elastic hoses with different weft laid-in stitches design on interfacial pressure produced were evaluated by using a medical stocking tester (MST, Salzmann Medico, St. Gallen, Switzerland). This tester consists of a flat, air-filled measuring probe with

four contact testing points at ankle B, gaiter B1, calf C and below knee D, which is placed along a wooden leg model with round cross section vertically. The morphology at the positions of B, B1 and C were used as the three levels of stretch statuses in wear. Interfacial pressure located at B, B1 and C were

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selected to be the key testing points to study the effect of elastic hoses on interfacial pressure generated. To eliminate the mutual interference of fabric stretch status between the three testing positions, independent pieces of cylinder tubes with length of 9 cm were cut from the same one elastic hose and mounted at the testing areas of B with girth of 21.5 cm, B1 with 27.3 cm and C with 32.7 cm, respectively as shown in Figure 7. The electrical contact points of the pressure probe were controlled at the horizontal center line of the studied tubes in the whole testing process. The

dimension of the tubular hose is one of important factor determining the pressure exertion. Therefore, the interfacial pressure produced by elastic hoses was tested in two conditions. One was maintaining the original widths of each elastic hoses, simulating a seamless hose being worn on the leg with naturally consistent and even pressure exerted; another condition was to sew all the tested elastic hoses in same girths of 16.8 cm, to test the pressure performances under the certain stretch ratios of 28.0 %, 62.5% and 94.6 % respectively.

FIGURE 7. Measurements of interfacial pressure by elastic hoses with different laid-in stitches at different stretch ratios by MST.

RESULTS AND DISCUSSION Tension Behavior Analysis As shown in Figure 8 (a-b), it was found that the average elongation rates (ER) in the course direction were generally higher than those at wale direction by about 39.3 %, 52.1 %, 15.1%, 17.4 % and 76.8 % for the studied hoses of EH1-EH5 respectively. Hoses EH2 and EH5, which involved more miss stitches in laid-in courses, showed the higher values in ER by around 150% and 180% in the course directions, respectively; while hose EH4 with more tuck stitches in each knitting courses presented the lowest values in ER by about 40 % and 25 % in course and wale directions

respectively. The recovery rate (RR) of the all tested fabrics achieved to above 95 %. Fabric EH5 with more plain and miss stitches in laid-in and knitting courses produced lower recovery rate in both directions. Fabric EH4 showed better performance in RR in course direction, implying that it may provide more sustained compression to some target positions for production compression textiles that are used repeatedly. Meanwhile, the integrative action of different transverse and longitudinal tensions by the inlay yarns and laid-in stitches may generate centripetal forces at different degrees to pass over the curved contact surface and body.

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FIGURE 8. Tension properties of five different laid-in stitches design in wale and course directions.

In general, significant differences in elongation properties were found in the five different designed laid-in stitches (p < 0.05) by using the ANOVA analysis method as shown in Table II. The interaction of stitches types and knitting directions also produced

significant influences on the elongation rates of elastic hoses (p < 0.05). However, no statistically significant differences were found between the different laid-in stitches on their recovery properties (p > 0.05).

TABLE II. Impact of different laid-in stitches design on fabric elongation properties

Dependent Variable: Elongation Rate (%)

FIGURE 9. Tensile-recovery curvatures of the studied hoses (y1: stretch in course; y2: recovery in course; y3 stretch in wale; y4: recovery in wale).

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The tensile-recovery curvatures of the studied hoses varied along x and y axis in tension test are shown in Figure 9. We can see that under the tensile force of 44 N, EH5 produced the greatest deformation in transverse displacement at about 170 mm, followed by EH2 and EH1. The fabric EH4 needs more tension force when being stretched to certain displacement and with lower elastic hysteresis. The hoses of EH4 and EH3 with more tuck stitches produced lower values in tensile energy, tensile resilience energy, and elastic hysteresis as shown in Figure 10; the hose EH5 with more miss stitches has higher value in W in course direction but lower value in W in wale direction. Generally speaking, the hose EH1 produced relatively moderate properties compared with other tested samples in all the studied tension indices (Figure 10 and Table III).

FIGURE 10. Tensile energy W, tensile resilience energy W’ and elastic hysteresis S in wale and course directions of the fabrics with five different laid-in stitches. TABLE III. Tensile resilience RT % and linearity LT of the studied elastic hoses.

Interfacial Pressure Performances and Analysis The pressure magnitudes produced by the studied elastic hoses were evaluated at the three levels of circumferences along the leg model. For circular knits, their transverse dimension depends predominantly on the length or quantity of the inserted inlay yarn, which can be controlled by the rotational speed of PYF and tension force setting (in gram) of the Yoyo tensioner. In this study, under the same tension setting conditions, some differences in girths were found in the produced elastic hoses produced from different laid-in stitches. Figure 11 (a) and (b) respectively present the interfacial pressures generated by the elastic hoses with different original girths and with the same girths by sewing when being mounted at the three tested circumferences along the leg model. Similar variation profiles with a gradual increase in pressure values were found among the five tested hoses along the test points of B, B1 and C. The hose fabric EH4 produced the highest interfacial pressure, followed by the hoses of EH3, EH5/EH2, and EH1 (Figure 11(a)). When the stretch ratios was raised by 62.5%, the interfacial pressure produced by elastic hoses increased accordingly by 17.5%, 9.7%, 21.2%, 55%, and 27.9% respectively for the five tested hoses compared with those at the stretch ratios of 28.0% (Figure 11(b)). However, we found that as the stretch ratio continued to increase up to 94.6%, the interfacial pressures by all the studied elastic hoses decreased except for the hose EH4 as shown in Figure 11(b). It was considered to be related to the increased radius of the curved surface of leg model and also the geometric deformation of fabric stitches structure in stretch as displayed in Figure 6. For EH4, inlay threads were closely held in the tuck loops by 1X1 structure, which produced relatively more compact structure plus greater tension power than others, thus presenting a sustaining increase in interfacial pressure in stretch. While for other hoses, especially hoses EH1 and EH2, their loop densities were largely reduced resulting from the greater geometric deformation of laid-in stitches in stretch. The reduced loop densities in unit areas and the increased surface curvature may be one of reasons for the decreased interfacial pressure produced between fabrics and contact surface. Pressure Variations with Stretch Ratios In Figure 12, the above analyses are integrated into a scatter plot displaying the relationships between different stretch ratios and corresponding pressures produced by the studied elastic hoses. The hose EH4 showed better linear relations between stretch ratio and interfacial pressure (R = 0.869) and presented

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significantly higher values in interfacial pressures with the increased tension forces (p < 0.005) than those by other elastic hoses.

a: Standard deviation; b. Horizontal stretch ratios of the tested hoses when being mounted on the MST; *: the 2nd and 3rd. testing values have exceeded the pressure range of the device, so only the 1st value is shown in the table FIGURE 11. Interfacial pressure (mmHg) generated by elastic hoses when being transversely stretched in different ratios at the three test circumferences, (a) the studied elastic hoses maintained their original girths produced in knitting;(b) the studied elastic hoses were sewn with the same girths.

FIGURE 12. A scatter plot presenting relationships between stretch ratio (%) and interfacial pressure generated (mmHg).

Comparison Between Experimental and Theoretical Evaluation

Tension and curvature radius are key factors influencing pressure values, which have been well demonstrated in Laplace’s Law (P = T/r, P = pressure, T= tension, r = radius). Although many researchers have applied it in analyzing mechanisms existing in compression textiles, yet only a few reports using this calculation could be found. Steve [10] conducted a systematic analysis in one of his studies on the use of the Laplace’s equation in the sub-bandage pressure system. The tension properties, size and shape of the limb, number of layers, and skill or technique of the operator are considered to be key factors influencing the pressure values in use. Laplace’s Law was further expressed as follows,

)()(

)()(Pr

metresthBandagewidmetresRadius

nNewtonsTensionmmHgessure

(9)

Where n is the number of layer applied. Through the application of Laplace’s Law, we have further analyzed the interaction between tension and pressure properties by using experimental and theoretical methods in this study. The interfacial pressures exerted at the B position were theoretically evaluated, where stretch ratios of the studied elastic hoses were maintained with less than 30%. Considering the “necking” effect produced in stretch when the hoses were mounted on the cylinder, the widths of the studied hoses were all fixed to 6 cm in theoretical analysis. The tension forces can be referred to our previous study on tension properties (Figure 9). The original tension force values need to be divided by two due to single layer applied in the practical calculation. We found that there existed considerable differences between the experimental and theoretic pressure values for all the tested elastic hoses as shown in Table IV. Except for EH4, the measured pressures in all specimens were considerably more than those predicted by Laplace’s law. The results are consistent with the recent finding from the investigation of the accuracy of prediction pressure by Laplace’s Law in pressure-garment applications [11]. We considered that the geometric and morphologic deformation in loops and stitches in stretch may influence contact conditions existing between interfaces of fabric and leg model, which were not included in the equation of Laplace’s Law for calculation. This fact could be one of reasons for the differences noted.

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TABLE IV. Comparison on pressure values from experimental and Laplace’s Law methods.

a: at the fixed girths of hoses; b: at the original girths of hoses CONCLUSIONS For healthcare and medical use, the application of inlay yarn and laid-in stitches are crucial to provide desired compression “dosage” for certain prevention and therapeutic effectiveness. In this study, elastic hoses as a basic form were applied in the investigation of the impact of different laid-in stitches and combinations of different knitting structural design on tension properties and interfacial pressure generated by the knitted compression fabrics. Different laid-in stitches design significantly influenced the elongation properties and varied the dimensions of hoses in both widths and lengths under the proposed knitting conditions. The elastic hoses with corporations of laid-in and more tuck loops generated the lower values in elastic hysteresis and tensile energy in both course and wale directions in stretch (e.g. EH4 and EH3), while the hoses with more inlay threads floated behind technical face increased the elongation property but reduced tensile resilience properties (e.g.EH5 and EH2). The stitch structure of hose EH1, which has been most commonly used in the commercial medical compression products, performed moderately in the all studied tension properties. Interfacial pressures increased with the elevations of tension ratios for all the studied elastic hoses. However, the geometric and morphologic deformations in stitches structure may impact the loop densities per unit area and contact forces thus varying the interfacial pressure generated during stretching. Laplace’s Law helped us to understand the compression mechanisms existing in the interaction of tension, radius and pressure performances of the elastic knits, but its accuracy in the evaluation and prediction of pressure magnitudes of compression textiles needs to be further studied in future work. The hose EH4 produced more significantly increasing

trend and better linear relations between interfacial pressure and tension ratios, which could be used in some compression textiles requiring higher and more sustainable pressure profiles. More attempts will be made to apply different qualities of inlay yarn and complex of laid-in stitches in pressure and dimensional control in various functional and performance compression garments and textile products in our future work. ACKNOWLEDGEMENT The authors would like to sincere thank Mr.Ning Xu, Mr.Jun Deng and Ms. Wenhui And kind support from Chemtax Industrial Co. Ltd., in this study. REFERENCES [1] Agu, O.; Hamilton, D.; Baker, D.; Graduated

compression stockings in the prevention of venous thromboembolism. British Journal of Surgery 1999, 86 (8), 992-1004.

[2] Liu, R.; Little, T.; The 5Ps model to optimize compression athletic wear comfort in sports. Journal of Fiber Bioengineering and Informatics 2009, 2 (1), 41-52.

[3] Pearce, AJ.; Kidgell, DJ.; Grikepelis, LA.; et al. Wearing a sports compression garment on the performance of visuomoter tracking following eccentric exercise: a pilot study. Journal of Science and Medicine in Sport 2009, 12, 500-502.

[4] Liu, R.; Lao, TT; Kwok, YL.; Li, Y.; Ying, M.T.C.;. Effects of graduated compression stockings with different pressure profiles on lower-limb venous structures and haemodynamics. Advances in Therapy. 2008, 25 (5), 465-478.

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[5] Partsch, H.; Improvement of venous pumping function in chronic venous insufficiency by compression depending on pressure and material. VASA 1984, 13, 58.

[6] Liu, R.; Kwok, Y.L.; Li, Y.; Lao, T.T.; et al.; Objective evaluation of skin pressure distribution of graduated elastic compression stockings. Dermatologic Surgery 2005, 31, 615-624.

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AUTHORS’ ADDRESSES Rong Liu, PhD Chemtax Industrial Company Ltd. AC Carpi Apparel Company Ltd. Phase 2, Kwai Shing Ind. Building 42-46 Tai Lin Pai Rd., Kwai Chung, HONG KONG Terence T. Lao, Prof. MBBS, MD. Department of Obstetrics & Gynecology Prince of Wales Hospital The Chinese University of Hong Kong HONG KONG Shuxiao Wang, PhD Department of Electrical Engineering The Hong Kong Polytechnic University Hung Hum, Kowloon HONG KONG