| Literature DB >> 21492423 |
Ole Skovmand1, Rune Bosselmann.
Abstract
BACKGROUND: Bursting strength is a standard method for evaluating mosquito net strength. This article suggests that tension strength with one grab and one hook better represent how holes are generated in bed nets in real life.Entities:
Mesh:
Year: 2011 PMID: 21492423 PMCID: PMC3090373 DOI: 10.1186/1475-2875-10-87
Source DB: PubMed Journal: Malar J ISSN: 1475-2875 Impact factor: 2.979
Figure 1(A and B). The bursting strength measuring apparatus. The sample is clamped between upper and lower part and a pressure vertical to the surface until the net busts (Photo CITEVE).
Figure 2(A and B). The tension strength apparatus. The upper part of the sample is fixed in a clamp and the hook in a mesh hole of the net. The clamp draw until the net is torn at the hook (B) (Photo CITEVE).
Figure 3Square metre weight apparatus. The net is put on a table to rest for 24 hr and the circular cutter cuts a sample with a diameter of approximately 10 cm. The net weight is the average of several such circular cuttings taken according to WHOPES sampling procedure from bednets.
Strength values for model polyester nets
| Sample | Weigth | Burst Strength | Tensile Strength | Tensile Strength |
|---|---|---|---|---|
| 75 D 4 holed FDY | 28,4 | 347 (7,8 mm) | 42 (10%) | 18 (5%) |
| 100 D 4 holed FDY | 40,1 | 449 (8,4 mm) | 35 (11%) | 26 (10%) |
| 75 D 6 holed FDY | 30,8 | 264 (9,5 mm) | 38 (7%) | 15 (5%) |
| 100 D 6 holed FDY | 41,3 | 320 (9,5 mm) | 33 (14%) | 22 (8%) |
| 75 D 4 holed DTY | 27,6 | 284 (6,8 mm) | 24 (34%) | 17 (8%) |
| 100 D 4 holed DTY | 36,9 | 384 (7,7 mm) | 32 (12%) | 21 (7%) |
| 75 D 6 holed DTY | 27,1 | 268 (8,3 mm) | 40 (30%) | 15 (13%) |
| 100 D 6 holed DTY | 37,7 | 304 (9,1 mm) | 34 (10%) | 22 (4%) |
*The value in bracket is the distance the net was stretched before bursting. § the value in bracket is SD as a percentage of the mean.
Variation analysis of a complete randomized block design using Factorial design - model nets.
| Variable | Denier | Hole Shape | Texturising | Denier X Hole Shape | Denier X Texturizing | Hole Shape X Texturizing | ||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Weight/m2 (g) | 657 | <0.0001 | 28.1 | <0.0001 | 47.2 | <0.0001 | 11.2 | 0.0021 | 5.6 | 0.0238 | 8.7 | 0.0058 |
| Bursting Strength (Pa) | 87.8 | <0.0001 | 100 | <0.0001 | 13.0 | 0.0010 | 13.5 | 0.0008 | 1.0 | 0.95 | 16.7 | 0.0003 |
| Height at Burst (mm) | 33.3 | <0.0001 | 154 | <0.0001 | 40.6 | <0.0001 | 0.04 | 0.84 | 2.1 | 0.16 | 0.02 | 0.88 |
| Tensile strength Length | 10.7 | 0.0025 | 0.24 | 0.6 | 0.0 | 0.95 | 13.8 | 0.0007 | 12.5 | 0.0013 | 20.4 | 0.0001 |
| Tensile Strength Width | 272 | <0.0001 | 2.8 | 0.10 | 11.2 | 0.0019 | 3.8 | 0.0595 | 5.8 | 0.026 | 1.8 | 0.186 |
The first value per cell is the Error of Variance (F) value and the second the Probability (P) value. The first column shows the dependent variables and the following 3 columns how the independent variables influence the dependent. The last three columns analyze interactions between independent variables in their effect on the dependent variable.
Linear multi regression analysis using weight/m2 as weighting factor for the model nets
| Variable/Regression | Constant | Denier | Hole Shape | Texturizing | Overall Correlation | |||||
|---|---|---|---|---|---|---|---|---|---|---|
| Bursting Strength | 293 | + 2.94 | 0.02 | -41 | 0.01 | -35 | 0.14 | 0.89 | 11.3 | 0.020 |
| 275 | +2.95 | 0.03 | -41 | 0.02 | 0.81 | 10.6 | 0.016 | |||
| Height at Burst | 3.32 | +0.02 | 0.03 | +0.70 | 0.001 | -0.78 | 0.01 | 0.96 | 30.9 | 0.0032 |
| Tensile Strength Length | 39.7 | -0.1 | 0.56 | + 1.2 | 0.59 | -3.9 | 0.38 | 0.30 | 0.57 | 0.66 |
| Tensile Strength Width | 2.38 | +0.26 | 0.004 | -1.0 | 0.55 | - 1.62 | 0.21 | 0.91 | 13.3 | 0.015 |
| -3.44 | +0.26 | 0.003 | 0.78 | 22.0 | 0.003 | |||||
Where the table presents two lines per row, the upper line includes all independent variables, whereas the lower line shows the significantly best fit after omitting variables that did not have significant impact.
Strength measures of commercial nets
| Sample | Weight/m2 (g) | Bursting Strength (kPa at mm) | Tension Strength Grab Hook Length (Newton) | Tension Strength Grab Hook Width (N) | Tension Strength Two Grabs Length (N) | Tension Strength Two Grabs Width (N) |
|---|---|---|---|---|---|---|
| Permanet 2 100 D | 42,6 | 400 at 10 mm cd | 28,6d | 23,7c | ||
| Permanet 2 75 D | 32,5 | 388 at 8,7 mm d | 28,1d | 18,0cd | ||
| Permanet 2 75 D | 30,1 | 328 at 10 mm e | 14,4d | 15,8d | 120 | 110 |
| Permanet 3 Upper part | 32,0 | 285 at 8,8 mm ef | 15,5d | 19,6cd | ||
| Permanet 3 Lower Part | 41,9 | 324 at 8,3 mm f | 18,7d | 19,0cd | ||
| Interceptor 75 D | 35,0 | 247 at 15 mm f | 16,8d | 14,3d | 110 | 83 |
| Duranet 255 D | 47,7 | 616 at 12 mm a | 88,9bc | 53,8a | ||
| Netprotect 100 D | 34,6 | 385 at 14 mm bcd | 66,9c | 40,3b | ||
| Netprotect 118 D | 39,2 | 427 at 15 mm cd | 88,9ab | 47,6b | 230 | 150 |
| Olyset 205 D | 54,2 | 468 at 14 mm b | 99,4a | 47,6b | 290 | 250 |
| Permanet 3 roof 145 D | 43,6 | 445 at 12 mm bc | 53,9c | 42,0b | ||
The table shows average values of min 5 determinations per net or net part (data from report 8202/2009 and 727/2010 - CITEVE). Values with same letter are not significant different (Tukey test).
Figure 4A. Bursting strength for commercial polyethylene nets and polyester nets. B. Tension strength direction length for the polyethylene and polyester nets. C. Tension strength width for the polyethylene and polyester nets.