Experimental study on creep of high-performance concretes

In order to investigate the compression creep of two kinds of high-performance concrete mixtures used for prestressed members in a bridge,an experimental test under laboratory conditions was carried out.Based on the experimental results,a power exponent function was used to model the creep degree of these high-performance concretes(HPCs) for structural numerical analysis,and two series parameters of this function for the HPCs were given with the optimum method of evolution program.The experimental data were compared with CEB-FIP 90 and ACI 92 models.Results show that the two code models both overestimate the creep degree of two HPCs,so it is recommended that the power exponent function should be used for the creep analysis of bridge structure.     

稀土和碱土在热镀合金中应用的研究

研究了钢件热浸镀Fe-Al-RE(Sr)的工艺,测定了镀层的性能,分析了镀层结构与性能之间的关系     

不同比例降强度法在碾压混凝土重力坝抗滑稳定分析中的应用

利用不同比例降强度法,研究碾压混凝土重力坝的破坏过程与失稳准则     

利用均匀设计试验进行混凝土配合比优化

提出了混凝土配合比试验的均匀设计方法,采用逐步回归法对试验数据进行回归拟合,以经济成本为目标函数,利用目标规划的方法进行混凝土配合比优化．     

利用多米诺效应控制爆破拆除长渡槽

某渡槽为34跨,每跨23.5 m,最大架高17 m,全长799 m.出于对人身安全和设施不受损失考虑,围绕人工机械与爆破拆除两种方案进行论证后,决定用控制爆破拆除渡槽.文章论述了此工程爆破方案设计、技术参数及安全措施,最后取得圆满的爆破效果.     

加氢装置加热炉易爆管部位的分析

重点介绍韩国蔚山炼油厂分馏塔底重沸炉火灾事故、中国石油化工股份有限公司洛阳分公司催化裂化柴油加氢装置反应进料加热炉火灾事故、茂名分公司渣油加氢脱硫装置分馏炉火灾事故、镇海炼油化工股份有限公司加氢裂化装置脱丁烷塔底重沸炉火灾事故的情况,找出加氢装置加热炉的易爆管部位,并通过分析总结,提出了易爆管部位的选材原则、设计改进方案及维护措施.     

超高层综合楼消防自控设计探析

讨论了超高层综合楼消防自控设计的必要性、可能性和具体的设计方法.     

井下防灭火中液态CO2应用分析

以井下防灭火中液态CO2应用为对象开展探究,在分析概述液态CO2防灭火技术的基础上,结合工程实际,对相关技术在煤矿井下生产中的具体应用做出分析探究,并对其应用效果进行总结.结果表明,该技术能够有效控制采空区火灾,对于提升矿井作业安全意义重大.     

Annealing process of fine grained co-stabilised (Y,Mg)-PSZ/MgAl2O4 ceramics

Abstract

Co-stabilised (Y,Mg) partially stabilised zirconia (PSZ) ceramics with MgAl₂O₄ spinel additions were produced, with industrial zirconia as the main starting material. Powders were prepared using a mechanical milling–mixing process. The effect of the annealing process on the mechanical properties, phase compositions, and microstructure of fine grained PSZ ceramics was investigated.     

Numerical Simulation of Brittle Damage in Concrete Specimens

A framework for damage mechanics of concrete is applied to simulate the nonlinear elastic deformation behavior of concrete using finite element method (FEM). A rather simple isotropic damage model containing essentially no adjustable parameters is shown to produce results in remarkably good agreement with sample experimental data: the damage law requires only the fracture energy to be defined completely. The model is achieved by introducing a damage surface that is similar to the yield function in the conventional theory of plasticity. A special form of damage surfaces is constructed to illustrate the application of the model. A new damage criterion, defined as an equivalent strain norm, is proposed, in order to take into consideration the asymmetric behavior of concrete. For verifying the FEM program including the model, deformations predicted by this model are compared with both the experimental ones for the concrete structural model and the ones calculated without application of the continuum damage mechanics.__________Translated from Problemy Prochnosti, No. 3, pp. 57 – 74, May – June, 2005.