Study on Mechanical Properties of Cement Concrete Pavements

The study of the mechanical properties of cement concrete pavements is the base of the structural design of pavement. The existing mechanical models, such as elastic plate system, layered elastic system and so on, are systematically presented. The limitations and merits of various mechanical models are discussed at the same time. The development process of the solution methods for the study on mechanical properties of cement concrete pavements is also presented. The development trend of the study on pavement mechanical properties is given in the end.     

Dynamic Constitutive Model of Steel Fiber Reinforced Concrete and Its Finite Element Method

Taking the split Hopkinson pressure bar(SHPB) test data as training samples, an implicit dynamic constitutive model of steel fiber reinforced concrete(SFRC) was proposed with the improved BP neural network program. On the basis of ABAQUS/Explicit, a user defined material subroutine VUMAT was compiled with FORTRAN language, embedding with the neural network constitutive model into finite element calculation. With SFRC structure＇s response under impact load as case study, it is shown that the constructed constitutive model and its finite element method are effective.     

Test on Seismic Behaviors of Reinforced Concrete Beams Composite Rehabilitation with Bonded Carbon Fiber Reinforced Polymer and Steel Plate

Neither the Carbon Fiber Reinforced Plastic nor the steel plate strengthening concrete components shows sufficiency in improving the structures' seismic behaviors independently, while they complement each other by the way of composite strengthening. Six reinforced concrete beams, five of which are strengthened, were comparatively and experimentally tested under low frequency cyclic load to investigate their mechanical performances such as characteristic of resilience, hysteretic curve, seismic behaviors, skeleton curve, degeneration of rigidity and loading capacity. It is indicated that the way of composite strengthening can boost the beams′ ultimate bearing capacity, ductility and deformability capacity effectively, and it can delay rigidity degeneration and improve the seismic behaviors of the beams. Also, the CFRP and steel plate can work together very well.     

Failure Mechanism and Mechanical Properties of CFRP Strengthened Super-servicing Reinforced Concrete Poles

Super-servicing reinforced concrete poles (RCP) which come from a road section in a power grid, including six pole shafts and six specimens with a mid-span steel joint, were selected as samples to conduct a flexural strength test, in which three shafts and three poles with steel joint in the middle span were strengthened by CFRP in the longitudinal direction. The mechanical behavior and failure mechanism under different CFRP layers pasted were comparatively studied. Based on the measured test data, the calculation methods of strength and stiffness were investigated, and the mathematical expression of stiffness degradation mechanism was proposed. The result shows that the final failure mode of CFRP strengthened poles is the local bond failure between CFRP material and the external concrete, and the longitudinal CFRP is snapped. The process of damage is rapid and brittleness. The mean strain of cross-section is in accord with the assumption of plane cross-section. The strength degradation of shaft specimens without strengthened is throughly serious. As for the strengthened poles, the bearing capacity and stiffness under each forcing stage are improved with different levels. The damage of strengthened specimens develops faster and more intensive than that of none-strengthened ones. When multi-aspects are synthetically considered, there is a suggestion that double layers of CFRP should be pasted along the longitudinal in the joint of the site within a certain distance, and the single layer of CFRP should be adopted in the shaft.     

Properties of Steel Fiber Asphalt Concrete and Its Application

To prevent asphalt pavement from cracking under low temperatures and prolong its fatigue life, we tested the properties of a new type of steel fiber asphalt pavement. The tests evaluated Marshall stability, dynamic ruts, and cleavage strength under both low and normal temperature conditions. We also analyzed the anti-corrosion property of steel fiber and the factors affecting the properties of the steel fiber asphalt mixture. The steel fiber asphalt pavement was installed on a highway in Chongqing, P. R. China to investigate the construction art of the steel fiber asphalt mixture and examine its effect in field use. The test results and concrete use in the field show that the cleavage strength and flexibility of steel fiber asphalt concrete increase due to the action of steel fiber. We conclude that the anti-cracking capacity of asphalt pavement under low temperature conditions can be improved by steel fiber. The construction art of steel fiber asphalt pavement is the same as common asphalt pavement without the necessity of anti-corrosion processing for steel fiber. The research results are useful for pavement material selection in low temperature regions and heavy traffic road pavement designs.     

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.     

酱油渣不溶性膳食纤维的功能特性及其应用研究

研究酱油渣中不溶性膳食纤维的膨胀性、持水能力、持油性、亚硝酸根离子吸附性,以及阳离子交换能力等功能特性,及其在桃酥中的应用。结果表明,酱油渣不溶性膳食纤维具有较好的膨胀性、持水能力、持油性和一定的阳离子交换能力,对亚硝酸根离子的吸附性能随着时间的增加而增大,120min时的吸附性趋于饱和,吸附率高达83.24%,且在酸性条件下的吸附性能更佳。应用实验表明,在桃酥中添加适量的酱油渣不溶性膳食纤维,不仅对桃酥的口感、色泽及组织形态等方面的影响较小,而且其保健功能有很大的提高。     

转基因抗虫杂交棉杂种后代及其亲本纤维品质比较研究

2000-2004年,以转基因抗虫棉农杂62、H16、H64的F1、F2、F3及其亲本为材料,检测了主要纤维品质指标.结果表明,杂种后代的纤维长度、整齐度和亲本之间无显著差异,杂种后代纤维平均伸长率与高值亲本差异显著.但在比强度和麦克隆值方面,表现出显著的杂种优势,F1杂种优势显著地高于亲本及F2和F3.纤维比强度的中亲优势农杂62 F1平均为11.84%;农杂62F1和H16F1的高亲优势分别为9.46%、14.34%.F1、F2、F3纤维长度、整齐度、麦克隆值、伸长率等品质指标群体平均数之间虽然差异很小,但F1、F2、F3群体纤维品质性状均有相似的变异个体分布.F1群体纤维品质优于F2、F3,F2群体纤维品质略优于F3.     

Experimental Study on Flexural Toughness and Fatigue Property of Polypropylene (PP) Fiber Reinforced Cement-stabilized Macadam

By four-point bending test and fatigue test,the authors studied the flexural toughness and fatigue property of semi-rigid base course of cement-stabilized macadam with and without polypropylene(PP) fiber.Some significant data about these two kinds of material have been obtained,such as the load-deflection curves,toughness index according to the standard methods of JCI and ASTM C1018-97,the fatigue lifetime under different stress levels and the fatigue lifetime regression equation.The results show that the reinforcing effect of the PP fiber is remarkable;the bending strength,ultimate deformability,JCI toughness index,ASTM C1018-97 toughness index and fatigue life of cement-stabilized macadam with PP fiber are increased by about 10%,150%,67.7%,36.1%~79.8%,and 126%~352%,respectively,when the volume fraction of PP fiber is only 0.077%.At the same time,the authors revealed the toughness improving mechanism and the anti-fatigue mechanism of the fiber in such material based on the fracture mechanics theory.     

苦荞麦壳不溶性膳食纤维的理化性能及其结合酚提取工艺优化

分别采用酸法、碱法、酶法对苦荞麦壳不溶性膳食纤维（F-IDF）进行提取,并评价了其理化性质,在单因素试验基础上,采用响应面法优化了苦荞麦壳不溶性膳食纤维结合酚（F-DFPP）的提取工艺。结果表明：采用α-淀粉酶-木瓜蛋白酶复合酶法提取F-IDF,得率可达59.45%±0.87%;采用不同方法获得的F-IDF理化性质差异显著,酶法和酸法提取的F-IDF具有较高的持油性;碱法提取的F-IDF持水性和膨胀性最佳;提取F-DFPP的最佳工艺参数为料液比1∶20（g/mL）,纤维素酶添加量8%,超声功率180 W,提取时间2 h,按此工艺提取的结合酚含量为（7.45±0.05）mg/g;纤维素酶可使膳食纤维结构变得疏松多孔,从而利于结合酚的提取和制备。本研究为苦荞麦壳的综合利用提供了数据支持。