亚洲免费av电影一区二区三区,日韩爱爱视频,51精品视频一区二区三区,91视频爱爱,日韩欧美在线播放视频,中文字幕少妇AV,亚洲电影中文字幕,久久久久亚洲av成人网址,久久综合视频网站,国产在线不卡免费播放

        ?

        Improve regression-based models for prediction of internal-bond strength of particleboard using Buckingham's pi-theorem

        2013-10-18 03:30:44AkbarRostampourHaftkhaniMohammadArabi
        Journal of Forestry Research 2013年4期

        Akbar Rostampour Haftkhani ? Mohammad Arabi

        Introduction

        Particleboard is one of the most important wood-based building materials used in building construction. Nowadays it goes into secondary products such as cabinetry, wall and floor panels,doors, furniture, and other applications. Internal-bond (IB)strength is a critical mechanical property that indicates particleboard's bond quality.

        Several models have been developed to quickly estimate the IB strength of particleboard. In some regression based-models,IB strength is predicted based on other physical properties of particleboard. Arabi et al (2011) developed three kinds of equations (linear, quadratic, and exponential) for each mechanical property of particleboard based on slenderness ratio, resin content, and density. The results indicated that an exponential function can better describe the simultaneous effect of slenderness and resin content than a linear equation on mechanical properties of particleboard.

        Sun and Airma (1999) examined the relationship between ultrasonic propagation and internal bonding of particleboard, finding that ultrasonic waves could be used to evaluate the internal bonding of particleboard with a density less than about 0.75 g/cm3. Lin and Huang (2004) estimated IB strength by photographing the particleboard's edge surface and applying singleimage multiprocessing analysis. They made single-layer particleboards with various resin contents, densities and particle sizes and found a significant correlation between the percent resin coverage and IB strength. IB strength has also been predicted as a function of physical properties of particleboard (Fernandez et al. 2008). Mechanical properties also are used for predicting IB strength of particleboard. Previous studies have found a correlation between SWR and density of particle board (Johnson 1967;Eckelman 1975). But Barnes and Lyon (1978) investigated the accuracy of Eckelman’s models on weathered and unweathered particleboard samples and they found only SWR from unweathered boards was well estimated by Eckelman’s models.

        One of the major challenges associated with wood-based particleboard is the bond quality of wood material deteriorates when it is exposed to heat and moisture, which reduces screw-holding capacity. Fujimoto and Mori (1983) suggested IB and face and edge-screw withdrawal resistance (SWRf&e) are highly correlated with bond quality. Finally, Zaini and Eckelman (1993)developed a model for face SWR of medium-density fiberboard based on the screw diameter, pilot-hole diameter, and IB strength.In previous studies, IB was not predicted based on SWR. Only Semple and Smith (2006) studied the internal-bond prediction of particleboard based on SWR models and reported that there is little or no correlation between the face or edge SWR of particleboards and their density, but that there is a significant correlation with IB strength (r2> 0.7). Regression based models are simple,cheap and Also software for regression based models is readily available. But they can’t predict IB strength with accepTableaccuracy (Arabi et al. 2011).

        In some researches, artificial neural networks (ANN) and radial-basis function (RBF) have been applied to predict the IB strength of particleboard (Esteban et al. 2009; Cook & Whittaker 1993; Cook and Chiu 1997). These methods showed a smaller degree of error than regression-based models, but the manufacturers do not prefer to use the ANN and RBF modeling techniques. Because they are rapidly changing, need commercial software, are harder to interpret, contain more parameters to estimate, expensive and require more computer time. The manufacturer believed that there needs to be a balance between cost production, modeling process and percentage of error. Therefore,it seems a semi-empirical model has less error percent than simple regression models and has less cost production than artificial cost production (Arabi et al. 2011).

        Buckingham's theorem is a semi-empirical method based on dimensional analysis (DA) that is widely used in mathematics,physics, engineering, and economics. Using Buckingham’s Pi theorem to build a regression model is an effective way to overcome the limitations of ANN and RBF models and to simplify and reduce the errors of regression models (Vignaux and Scott,2001, Arabi et al. 2010). Buckingham’s Pi theorem focuses on dimensionless groups of variables and, unlike in standard regression analysis, prevents form formation of chance relationships.So, the objective of this study is to improve regression-based models for prediction of IB strength of particleboard using Buckingham's pi-theorem.

        Materials and methods

        Board fabrication

        Small-diameter logs derived from poplar (Populous alba) were cut into blocks measuring 50 mm × 50 mm × 10 mm. These blocks were ground with a laboratory Hammer-mill. Particles were dried to a moisture content of less than 3%. After drying,the particles were sifted through three hand-held screens with 5,8, and 12 mesh respectively (Fig.1). The length, width, and thickness of 5g screened particles for each particle size (+5, -5+8, -8 +12 and -12) were measured with a micrometer caliper.Table1 shows the average dimensions of classified particles.Then, the adhesive urea formaldehyde (55% solid content) was sprayed on the particles, and mats were formed and pressed with 35 kg/cm2pressure at 180°C for 5 minutes. Finally, 108 singlelayer particleboards with three levels of density (0.65, 0.7 and 0.75 g/cm3), three levels of percentage of adhesive (8%, 9.5%and 11%) and four levels of particle size (+5, -5 +8, -8 +12, and -12 mesh) were manufactured in the laboratory. The boards were moisture-conditioned at 65 ± 5% relative humidity and 20 ± 2oC for two weeks.

        Experimental test

        The internal bond and screw withdrawal resistance specimens were cut according to European Standards EN 319 (1993) and EN 320 (1993), respectively. Overall, a total of 324 specimens(three specimens from each board) for IB strength and 216 specimens (two specimens from each board) were examined for SWR. Then the specimens were tested using an INSTRON 4489.The screws used in this study were zinc-coated sheet metal (38 mm×4.2mm).

        Dimensional analysis is a method for reducing complex physical problems to their simplest forms. This method is widely used in mathematics, physics, engineering, and economics.

        Fig.1 Four types of particles: A: +5 mesh; B: -5 + 8 mesh; C: -8 +12;and D: -12 mesh.

        Table1 The features of particles for each mesh

        Buckingham's pi theorem

        Buckingham's pi theorem, one of the most important theorems based on dimension analysis, gives the number of dimensionless parameters obtained from (n-m), where n and m are the numberof variables and fundamental quantities respectively. The variables (n–m) can be expressed as a dimensionless parameter or as π groups.

        Results

        Resin content–particle size interaction was significantly affected on accuracy of mechanical properties predictions of woodcomposite (Arabi et al. 2011; Sun and Arima 1999; Cook and Chiu 1997; Malonay 1977; Post PW 1958).

        The purpose of the first stage of this study was to investigate which function (linear, quadratic, or exponential) can best describe this interaction. According to the results from the SHAZAM 9 software (P-value), the quadratic function was not significant. Consequently, the linear and exponential functions were considered for predicting the IB data (Eq.1 and Eq. 2).

        Based on the Eq. 3, exponential and linear function can predict the IB strength with 18% and 35% errors, respectively (Table2).

        Table2. Average error percent of mechanical properties

        where MAE, z(xi), z(xj) and n are the average absolute error,experimental value, predicted value, and the number of treatments, respectively.

        These values may not be satisfactory for manufacturers. Then dimensional analysis (DA) used to build a regression model in order to decrease the prediction error. Six variables (L, t, W, D,IB and SWR) were selected that were based on three fundamental quantities (M, L, and t); from there, three π groups (Eqs.4-6)were created.where L, W and t are length, width, and thickness of particles respectively; and D, IB and SWRf&eare density, internal bond,and face and edge screw withdrawal resistance.

        After determining the dimensionless groups, we rewrote these variables based on their fundamental quantity. For example, the fundamental quantities for1πare:

        π1is dimensionless, andcan be substituted for it:

        Similarly, we can find other groups (2πand3π):

        Slenderness ratio (4π) is obtained from

        Percentage of adhesive is a dimensionless group:

        Dimensionless groups can come together to create the main equation:

        Two equations were created using SHAZAM 9 software. The Eq. (18) estimates the IB of particleboard based on face SWR,slenderness ratio, width of particles; and percentage of adhesive.In Eq. (19), the IB strength is estimated based on slenderness ratio, width of particles, percentage of adhesive, and edge SWR.

        The values obtained from the experiment were compared with those obtained from equations 18 and 19 (predicted) based on Eq.3.

        Where MAE,z( xi),z(xj) and n are the average absolute error, experimental value, predicted value, and the number of treatments, respectively. The results showed that Eq. 18 and Eq.19 can predict IB strength in densities (0.6, 0.7 and 0.75 g/cm3)with 2.3 and 4.55% error, respectively (Tables 3 and 4).

        Table3 Average percent errors between experimental and prediction IB data in different densities based on SWRf (Eq. 18)

        Table4 Average percent errors between experimental and predicted IB data in different densities based on SWRe (Eq. 19)

        Discussion

        Previous studies had indicated that there is little correlation between density and the other factors that influence bond quality,such as IB strength and face and edge SWR (Semple and Smith 2006 ; Zaini and Eckelman 1993).

        Finally, IB strength could be predicted with 18.17% and 10.68% error, based on face SWR and edge SWR, respectively(Table5). IB strength was predicted by regression models, based on processing parameters and physical properties, with 36% and 14.65% error, respectively (Cook and Chiu 1997; Fernandez et al.2008).

        In the DA method, the number of variables were reduced from the original (n) to dimensionless groups (n-m). Certainly, there are fewer dimensionless groups than original variables, which helps simplify the regression models.

        Table5 Experimental and predicted values of IB based on SWRe&f

        RBF was successful at predicting IB strength within ±12.5%(Cook and Chiu 1997).

        Dimensionless groups are obtained based on a mathematical method; therefore, they decrease the formation of chance relationships (Vignaux and Scott, 2001). So the Eq. 18 and 19 can best fit observed and predicted values of internal bond than other regression models (Fig.2 and 3). Generally, in particleboard manufacturing, the ability to predict the IB strength of the final boards with 15% error would provide valuable information for process control (Cook and Chiu 1997).

        Fig.2 Observed and predicted values for IB strength based on SWRf.

        Fig.3 Observed and predicted values for IB strength based on SWRe

        Regression models are statistical tools for the investigation of relationships between variables. They are extremely flexible and commonly used in estimating the properties of wood composite.Often, the problem is these models cannot predict the properties of wood composite with high accuracy. In addition, previous studies have not considered the effect of particle size on estimating IB strength. Cook and Chiu (1997) attribute this value of error to the size and geometry of the particles, as these factors were not considered in their model. In this study, first IB strength was predicted based on particle size, density, and percentage of adhesive. The results showed 35% and 18% error based on linear and exponential function, respectively. Average percentage error depended on the characteristics of the process, final product,numbers, and type of parameters used for modeling.

        Finally, the Buckingham Pi theorem was used to build regression models for predicting IB strength based on SWRf&eparticle size, density, and percentage of adhesive. The lowest errors in predicting IB strength based on regression-based models and RBF were 14.65% and 12.5% respectively. However, the value of errors for Eq. (18) and (19) were 18.17 and 10.68, respectively.Therefore, the accuracy of Eq. (18) is favorable and the use of SWR could be a realistic approach to predicting IB strength.Clearly, the regression model presented here is efficient for the variables used in these models.

        Arabi M, Faezipour M, Layeghi M, Enayati AA. 2011. Interaction analysis between slenderness ratio and resin content on mechanical properties of particleboard. Journal of the Indian Academy of Wood Science, 22(3):461?464.

        Arabi M , Faezipour M , Layeghi M , Enayati AA , Zahed R. 2010. Prediction of bending strength and stiffness strength of particleboard based on structural parameters by Buckingham’s p-theorem. Journal of the Indian Academy of Wood Science, 7(1–2): 65–70.

        Barnes HM, Lyon MN. 1978. Fastener withdrawal loads for weathered and unweathered particleboard decking. Forest Products Journal, 28(4): 33–36.Cook DF, Chiu CC. 1997. Predicting the internal bond strength of particleboard, utilizing a radial basis function neural network. Engineering Applications of Artificial Intelligence, 10: 171?177.

        Cook DB, Whittaker AD. 1993. Neural-network process modelling of a continuous manufacturing operation. Engineering Applications of Artificial Intelligence, 6: 559–564.

        European Standard EN 320. 1993. Fiberboards determination of resistance to axial withdrawal of screws. The European committee for standardization,Brussels, Belgium

        European Standard EN 319. 1993. Particleboards and fiberboards: determination of tensile strength perpendicular to the plane of the board. The European committee for standardization, Brussels, Belgium.

        Eckelman CA. 1975. Screw holding performance in hardwoods and particleboard. Forest Products Journal, 25: 30–35.

        Fernandez FG, Esteban LG, Palacios DE, Navarro PN, Conde M. 2008. Prediction of standard particleboard mechanical properties utilizing an artificial neural network and subsequent comparison with a multivariate regression model. Investigación Agraria: Sistemas y Recursos Forestales, 17:178?187.

        Fujimoto Y, Mori M. 1983. Performance of wood screw joints for particleboard. Science Bulletin of the Faculty of Agriculture. Kyushu University(Japan), 30: 45?47.

        Lin HC, Huang JC. 2004. Using single image multi-processing analysis techniques to estimate the internal bond strength of particleboard. Taiwan Journal of Forest Science, 19: 109?117.

        Malonay TM.1977. Modern particleboard and dry process fiberboard manufacturing. San Francisco, CA: Miller Freeman Publication, p. 672.

        Post PW. 1958. Effect of particle geometry and resin content on bending strength of oak flake board. Forest Products Journal, 8: 317?322.

        Semple KE, Smith GD. 2006. Prediction of internal bond strength in particleboard from withdrawal resistance models. Wood and Fiber Science, 38:256?267.

        Sun YG, Arima T. 1999. Structural mechanics of wood composite materials II:Ultrasonic propagation mechanism and internal bonding of particleboard.Journal of Wood Science, 45: 221?226.

        Vignaux GA, Scott JL. 2001. Simplifying regression models using dimensional analysis. Institute of statistics and operations research, Victoria University of Wellington, New Zealand, 12 September.

        Zaini IH, Eckelman CA. 1993. Edge and face withdrawal strength of large screws in particleboard and medium density fiberboard. Forest Products Journal, 43: 25?30.

        亚洲美女影院| 超短裙老师在线观看一区| 男女一区视频在线观看| 狠狠色欧美亚洲狠狠色www| 亚洲国产精品第一区二区| 国产精品精品| 国产一区二区av男人| 国内嫩模自拍诱惑免费视频| 久久精品国产久精国产爱| 无码一区二区三区在线| 巨熟乳波霸若妻在线播放 | 久久99久久99精品观看| 特级黄色大片性久久久| 成年性生交大片免费看| 亚洲 欧美 激情 小说 另类| 国产精品视频久久久久| 精品亚洲乱码一区二区三区| 精品人伦一区二区三区蜜桃91| 久久无码av中文出轨人妻 | 亚洲乱码中文字幕综合| 99热国产在线| 亚洲区一区二区三区四| 亚洲桃色视频在线观看一区| 国产国产人免费人成免费视频| 8888四色奇米在线观看| 国产成人AⅤ| 亚洲av成熟国产精品一区二区| 欧美噜噜久久久xxx| 无码国产精品一区二区vr老人| 第九色区Aⅴ天堂| a黄片在线视频免费播放| 亚洲熟女乱综合一区二区| 国产91福利在线精品剧情尤物| 亚洲综合偷拍一区二区| 性做久久久久久免费观看| ā片在线观看| 蜜桃伦理一区二区三区| 亚洲美女av一区二区在线| 波多野结衣av手机在线观看| 欧美在线播放一区二区| 国产av熟女一区二区三区蜜臀|