AC-16C沥青混合料低温性能试验分析

通过对大连太平洋基质沥青、SBS改性后的改性沥青及分别在这两种沥青中加博尼维聚酯纤维得到四种沥青种类,在同一矿料级配和确定最佳沥青用量条件下所形成四种沥青混合料进行低温弯曲蠕变、间接拉伸室内试验得到的代表低温性能参数对比分析,并对4种沥青混合料的低温抗裂性能作出评价,来检验这4种沥青混合料在寒区高等级路面应用效果,为今后工程沥青路面设计对沥青混合料选用提供参考。     

木塑复合材料的蠕变和应力松弛性能研究

木塑复合材料在实际使用时,较高的温度会显著影响其各种力学性能。通过研究在一定温度条件下木塑材料的蠕变和应力松弛性能可知,在产品中加入增强筋或改进产品配方等可有效减少木塑复合材料的蠕变和应力松弛。     

环境因子对木塑地板疲劳/蠕变性能的影响

选取25％和75％两种应力水平,对放置在室内、阳光照射、户外自然环境和土壤中的木塑地板,进行疲劳／蠕变性能研究。结果表明：相同的加栽方式,户外自然环境对材料疲劳／蠕变性能影响最大,其次是阳光照射,最后是土壤;25％应力水平作用后,室内环境中材料的剩余强度保留率最大,其次是土壤掩埋,最后是户外自然和阳光环境。     

Mechanical Behavior and Techno economic Analysis of Twice prestressed Simply Supported Composite Beam

Excessive creep camber of prestressed concrete bridge would result in risk on the traffic safety in high speed railway. To control creep camber of presstressed concrete bridge, a new twice prestressed technology was proposed to presstressed concrete beam. Four twice prestressed simply supported box girders with different prestressed degrees were designed as an example. Its section stress, strength and crack resistance in different construction stages were analyzed. Compared the creep camber between conventional prestressed simply supported concrete beam and twice prestressed simply supported composite beam with the same prestressed steels, it was shown that twice prestressed composite beam has a smaller stress gradient. And the creep camber decreased approximately 40% to 60% with building height reduction, as well as some 10% energy saving and some amount of concrete.     

Triaxial creep characteristics and constitutive relation of gas containing coal

The characteristics of conventional triaxial creep are obtained via a conventional triaxial creep test of gas containing coal under different stress levels. Mathematical fitting research regarding an experimental curve is done. A constitutive model of conventional triaxial creep of gas containing coal is developed by improving a generalized K B model. The results show that the characteristics of conventional triaxial creep of gas containing coal are related to the load step, and creep deformation is limited by the gas and confining pressures. Curves of the order 3 ε(t) describe the three steps of conventional triaxial creep tests of gas containing coal very well; the improved generalized K B model can represent a constitutive model of the conventional triaxial creep of gas containing coal.     

The Application of Gene Expression Programming in Concrete Creep Analysis

The creep analysis of concrete is of great importance in stress calculation and deformation analysis of concrete structures. Since many factors affect concrete creep, the creep function is highly nonlinear, making it difficult to obtain satisfactory results using the traditional regression method. The gene expression programming (GEP) method, which combines the advantages of GA and gene programming, shows great promise and capability of data mining in nonlinear fitting. Based on theoretical analysis of GEP, the data mining model of the creep function was established by using GEP. Examples indicate this model is more accurate than functions obtained by conventional methods.     

HDPE/稻壳复合地板的蠕变特性

对放置在室温、阳光、户外自然和土壤环境中的高密度聚乙烯(HDPE)/稻壳复合地板的颜色、抗弯性能和弯曲蠕变性能进行了研究。结果表明,环境因子对复合地板的颜色、抗弯性能和弯曲蠕变性能有一定影响,其中阳光环境对颜色影响最大,户外自然环境对抗弯性能影响最大,土壤环境对弯曲蠕变性能影响最大。六元件模型比四元件模型更好地拟合HDPE/稻壳复合地板的弯曲蠕变曲线。瞬时弹性变形与应力水平无明显关系;粘弹性变形、粘性变形和蠕变速率均随应力的增加而增大;该结论与滞后时间的分析一致。     

微生态制剂在仔猪教槽料中的应用

综述了仔猪早期断奶的意义及早期断奶对仔猪造成的不良影响,并提出使用教槽料的重要性。阐明微生态制剂的功能及其在断奶仔猪上的应用效果。针对仔猪的生理特点,阐述微生态制剂在仔猪教槽料中应用的重要性。     

混凝土收缩徐变的长期效应对混合体系竖向变形差的影响

对于钢框架-钢筋混凝土核心筒混合体系，混凝土的收缩和徐变将直接影响混凝土筒体的缩短并通过连系梁影响钢柱的缩短，从而影响柱筒竖向变形差.本文采用由时间因子控制的.同时考虑施工过程及混凝土收缩徐变效应的位移法递推方程研究了上述问题.分析表明，混凝土收缩徐变的长期效应非常显著，湿度的减小将加剧这种影响.考虑截至结构主体施工完毕3年的混凝土收缩徐变时，结构顶部筒体的累积缩短值将超过钢柱的累积缩短值；钢柱轴力的增加一般超过10%；结构顶部楼层筒体的轴力将变为拉力；部分钢梁弯矩将发生反向.     

水稻穴盘秧苗钵体力学特性试验研究

本文以培杂泰丰杂交稻种为试验对象,在立体育秧温室培育穴盘秧苗。试验时苗龄28天,钵体含水率为35.76～54.08%,仪器为TA-XT2i型质地分析仪。对穴盘苗钵体进行平板压缩、加卸载循环和蠕变试验研究,发现平板压缩变形为3.15 mm前后,抗压力随变形的变化趋势差异明显,在4 mm压缩量前后,抗压力出现峰值上升变化陡点。当加载力为1、2、3、4、5 N,秧苗钵体的平均蠕变量为0.0055、0.0055、0.0056、0.0057、0.0059 mm。试验结果表明钵抗压力与变形呈非线性变动;平板压缩过程,钵体无明显屈服破坏点;苗钵体面对外界加卸载时表现较强塑变能力。选用Burgers模型能有效表征穴盘苗钵体压缩蠕变特性。最后通过分析多种稻种穴盘苗力学特性,结果发现不同穴盘苗钵抗压力与变形关系遵循非线性曲线。本研究结果为水稻移栽机设计优化提供理论参考。