高钢级管道环焊缝主要特征及安全性评价

环焊缝是长输管道的重要组成部分,其失效是载荷、缺陷、局部断裂韧性、强度匹配、焊缝几何结构及残余应力等因素相互作用所致,且高钢级管道因焊接技术难度增大,也增加了环焊缝失效的可能性。基于此,分析了环焊缝的载荷、缺陷及强度匹配特征,揭示了低匹配环焊缝或热影响区软化环焊缝的应变集中机理,阐释了环焊缝的脆性断裂、屈服前净截面垮塌、屈服后净截面垮塌及母材颈缩4种失效模式,比较了GB/T 19624-2019、BS 7910-2015、API 579-1/ASME FFS-1-2016、API 1104-2013等国内外标准对环焊缝安全性评价的适用性,提出了基于应变的环焊缝安全性评价方法,讨论了裂纹尺寸、强度匹配系数等因素对环焊缝裂纹驱动力的影响。研究指出:明确环焊缝的载荷或位移是其安全性评价的前提,提高环焊缝的应变能力可以增强高钢级管道对于不良地质条件的适应性,建议开展环焊缝裂纹缺陷产生和扩展机制研究,并发展基于应变的断裂理论,优化环焊缝的强度匹配,定量环焊缝的应变能力与焊缝几何特性及力学性能参数的关系。(图9,表2,参33)     

感应热处理工艺对拖拉机轴类零件扭转强度的影响

对驱动轮工艺轴进行了7种工艺方案的感应热处理表面强化,然后对工艺轴进行扭转破坏试验。通过对驱动轮工艺轴扭转断裂的研究,为驱动轮轴及承受扭力的轴类零件结构设计、工艺流程设计和热处理技术要求提供指导,从而提高其扭转疲劳强度和使用寿命。     

乐都县森林防火之我见

森林火灾是森林最危险的敌人,也是林业最可怕的灾害,它会给森林带来最有害,具有毁灭性的后果,本文针对提出实质性的意见。     

应用分子靶点药物治疗犬肥大细胞瘤的研究进展

犬肥大细胞瘤因其恶性率和转移率都较高,并且常规化疗药物副作用较强,患犬生存期和生存质量显著下降,因此急需新型的药物进行治疗。近几年,治疗肿瘤的分子靶点药物凭借其疗效好、副作用低的特点,受到越来越广泛的关注,特别是在治疗犬肥大细胞瘤的应用中效果显著。论文重点介绍了欧美小动物临床最常用的伊马替尼、托赛拉尼、马赛替尼这3种以异常KIT为靶点的药物及其药物作用机理及药效,最后介绍了由c-kit基因二次突变所导致的耐药问题及其预防措施,期望能对我国小动物临床医师和科研工作者有所启发。     

Strength and Microstructure of Sulphoaluminate Cement Containing Ultra- Fine CaCO3

The existence of ettringite in sulphoaluminate cement hardened paste is mainly in the form of pole-like crystal,which causes unfavorable effect on the cement.In this paper the strength and microstructure of the sulphoaluminate cement containing ultra-fine CaCO_3 weze discussed.Experimet results show that the strength of sulphoaluminate cement was obviously improved by adding 3% of ultra-fine CaCO_3.After curing for 28d,the compressive strength of cement paste and mortar is 100.6MPa and 94.1MPa respectively,and the bending strength of the mortar reached 12.5MPa.SEM study on hardened paste of sulphoaluminate cement containing ultra-fine CaCO_3 showed that its structure was dense and homogeneous,there was hardly any massive crystall detected.     

Solution the Polarization Field Strength inside Ellipsoid in a Homogeneous Dielectric

The solution of polarization field strength in ellipsoid and a homogeneous dielectric in condition of a constant external field is obtained with strict derivation and ellipsoidal coordinate. The conclusion that some textbooks given: the direction of polarization field strength with the direction of external field holds strict anti-parallel must be supplemented with additive certain conditions, otherwise it will not be correct. By means of the latticework and the step change calculation, the angle value of polarization vector with the external field is calculated and the changing situation about the angle value with the change of three half axes of ellipsoid is analysied.     

Experimental Research on High-strength Inorganic Anchoring Material

A new type of inorganic anchoring material is developed as a substitution for anchoring adhesive to overcome some imperfections in the process of planting reinforcing steel bar.The mix proportion of the anchoring material is determined by experiments.The compressive strength,adhesive force to concrete,volume stability and anchoring force with steel bar are studied.The early strength of the anchoring inorganic material is quite high: for 1d up to 38.5MPa and 3d up to 60MPa.It is a good adhesive to concrete and the adhesive strength of 28d is about 2MPa.The anchoring material will have tiny volume expansion with the age,which is beneficial to enhancing the anchoring force.The essential component of the inorganic anchoring material is cement-based material,so some defects of the organic macromolecular material can be avoided,such as poor stability and requirement for vigorous construction conditions.Its characteristics in early strength,adhesive force to concrete and volume expansion can satisfy the requirement of the construction to the planting reinforcing steel bar and the loading force,thus it can be used as a substituting material for anchoring adhesive.     

Fire resistance performance on restrained high strength Q460 steel beams

为了研究约束高强度Q460钢梁的抗火性能,在已有约束钢梁分析理论的基础上,引入残余应力,提出了约束钢梁的抗火性能分析方法,并采用普通强度约束钢梁试验数据对分析方法进行了验证。考虑高强度Q460钢材高温下力学性能参数,利用所提出的方法分析了约束高强度Q460钢梁的抗火性能,并与普通强度Q345钢梁进行了对比。对影响约束高强度Q460钢梁的抗火性能参数进行了分析,包括荷载比、残余应力、轴向约束刚度、转动约束刚度和受火方式等。研究表明：所提出的分析方法准确可靠,高强度Q460钢梁抗火性能与普通强度钢梁具有较大的区别,高强度Q460约束钢梁的抗火性能明显优于普通强度约束钢梁。荷载比、轴向约束刚度、转动约束刚度、受火方式对高强度Q460约束钢梁有较大影响。