工程塑料应用
工程塑料應用
공정소료응용
ENGINEERING PLASTICS APPLICATION
2013年
9期
96-100
,共5页
ANSYS%环刚度%径厚比%弯曲弹性模量%高密度聚乙烯实壁管
ANSYS%環剛度%徑厚比%彎麯彈性模量%高密度聚乙烯實壁管
ANSYS%배강도%경후비%만곡탄성모량%고밀도취을희실벽관
ANSYS%ring stiffness%diameter-thickness ratio%flexural modulus%high density polyethylene solid-wall pipe
采用ANSYS逆向模拟分析高密度聚乙烯(PE-HD)实壁管的环刚度测试过程,研究了管材环刚度为6.3时其规格尺寸如直径和壁厚与原材料性能之间的关系,并分析了标准YD/T 841.2-2008的合理性。结果表明,材料的泊松比对管材最大变形量影响较小;材料的弯曲弹性模量越大,管材最大变形量越小;管材环刚度达到6.3时所需要的原材料弯曲弹性模量值与其径厚比成正比直线关系;标准YD/T 841.2-2008中关于某些壁厚的规定存在不合理性,即按照标准中规定的某些壁厚尺寸,生产PE-HD实壁管所用原材料无法达到环刚度为6.3时所需要的弯曲弹性模量值。
採用ANSYS逆嚮模擬分析高密度聚乙烯(PE-HD)實壁管的環剛度測試過程,研究瞭管材環剛度為6.3時其規格呎吋如直徑和壁厚與原材料性能之間的關繫,併分析瞭標準YD/T 841.2-2008的閤理性。結果錶明,材料的泊鬆比對管材最大變形量影響較小;材料的彎麯彈性模量越大,管材最大變形量越小;管材環剛度達到6.3時所需要的原材料彎麯彈性模量值與其徑厚比成正比直線關繫;標準YD/T 841.2-2008中關于某些壁厚的規定存在不閤理性,即按照標準中規定的某些壁厚呎吋,生產PE-HD實壁管所用原材料無法達到環剛度為6.3時所需要的彎麯彈性模量值。
채용ANSYS역향모의분석고밀도취을희(PE-HD)실벽관적배강도측시과정,연구료관재배강도위6.3시기규격척촌여직경화벽후여원재료성능지간적관계,병분석료표준YD/T 841.2-2008적합이성。결과표명,재료적박송비대관재최대변형량영향교소;재료적만곡탄성모량월대,관재최대변형량월소;관재배강도체도6.3시소수요적원재료만곡탄성모량치여기경후비성정비직선관계;표준YD/T 841.2-2008중관우모사벽후적규정존재불합이성,즉안조표준중규정적모사벽후척촌,생산PE-HD실벽관소용원재료무법체도배강도위6.3시소수요적만곡탄성모량치。
Test procedure of ring stiffness of high density polyethylene (PE-HD) solid-wall pipe was inverse formulated by ANSYS. When the ring stiffness of the pipe was 6.3,the relationships between raw material properties and the pipe dimensions such as diameter and thickness were researched and the rationality of standard YD/T 841.2-2008 was analyzed. The results show that the effect of the material poisson ratio on maximum deformation of the pipe is little,the more higher the flexural modulus of the material is,the more lower the maximum deformation of the pipe is. The needed flexural modulus of the material for making the ring stiffness of the pipe to achieve 6.3 has a linear and direct proportional relationship with diameter-thickness ratio. The some wall thickness set of standard YD/T 841.2-2008 is irrationally and it is that the flexural modulus of the material for preparing PE-HD solid-wall pipe can't reach the needed value for making the ring stiffness to achieve 6.3 according to some wall thickness set by the standard.