大掺量磨细矿渣粉高性能混凝土的试验研究

论述了大掺量磨细矿渣粉对混凝土性能的影响,研究结果表明:用S95磨细矿渣粉和少量粉煤灰可以配制出早期抗裂性和耐久性均好的C50~C70高性能混凝土,84 d氯离子扩散系数均小于1.50×10-12m2/s;大掺量磨细矿渣粉高性能混凝土的收缩徐变较普通混凝土小。     

旧桥拓宽中拼接方式对旧桥受力状态的影响分析

针对斜桥拓宽时新桥与旧桥跨径不协调情况,结合沪宁高速公路上一座箱型桥梁,应用空间有限元方法,分析了横向采用钢板连接和铰缝连接时,拼接前后汽车荷载作用下旧桥挠度、应力的变化、旧桥悬臂端挠度及悬臂根部应力状态以及横向拼接结构的受力情况。通过分析认为铰缝连接比钢板连接能提供更大的连接刚度,且拼接使活载作用下桥梁变形及纵向应力减小,但使横向受力不利;而错孔拼宽使旧桥整体受力变得有利,但接缝处受力较大。     

大跨度连续刚构桥施工期截面应力测试与分析

广西布柳河大桥主桥为主跨235m、墩高97米、桥宽仅8.3米的特柔预应力混凝土连续刚构桥。文章结合主桥施工监控实践,介绍大跨高墩连续刚构桥施工期截面应力测试及数据分析的方法,为同类桥型施工提供参考。     

轮胎结构有限元分析应用于子午线轮胎帘线受力特性的研究

建立了195／60R14型子午线轮胎三维非线性有限元模型，研究了在静负荷作用下轮胎帘线的受力特征。结果表明，静负荷对轮胎接地区域内帘线受力影响显著；模型带束层结构为2层相交的帘线结构，不能构成力学上的对称；带束层角度的变化对帘线剪应力分布有一定的影响，对胎肩部位帘线剪应力影响较大。     

应力约束下车架的结构拓扑优化设计

根据汽车车架的结构及受力特点，建立了汽车车架结构拓扑优化模型，对薄板结构的极限应力分析表明，应力约束下汽车车架结构拓扑优化可用薄板结构尺寸优化方法的数学模型来描述，并用修改的满应力法求解。文中的数值结果表明这个方法是有效的算法。     

利用物理模型研究热扩散问题

山东威海华能电厂循环冷却水正态物理模型试验的目的是研究电厂设备冷却水排入海中后对海域及取水口的热污染问题,本文剖析了试验过程,内容包括电厂附近海域的自然条件分析、热扩散理论在模型中的应用、模型设计思想、试验设备量测系统与试验方法以及模型试验中需要探讨的问题。     

A pseudofield model approach to simulate compartment-fire phenomena for marine fire safety design

In order to prevent the spread of marine compartment fires, it is necessary to understand the governing factors or characteristics of fire-spread phenomena. We present a pseudofield model approach to this problem. We first described a field model of turbulent heat convection based on a standard k – turbulence model. Two-dimensional numerical simulations of a two-linked compartment fire were carried out in order to predict the turbulent convection flow induced by the heat released from the fire. Then a more complicated fire-spread problem of multilinked compartment fires was analyzed by means of a zone model, in which the amounts of oxygen consumption and gas generation were solved by a gas-balance equations system. The effect of threshold conditions on fire propagation and the effect of the thickness of the heat insulation were investigated with numerical simulations.     

Stress intensity factor measurement of cracks using piezoelectric element

A stress intensity factor (SIF) measurement method for cracks using a piezoelectric element and an electrostatic voltmeter is presented. In this method, an isotropic piezoelectric element is first attached near the tip of the crack. Then surface electrodes are attached to three different positions on the piezoelectric element. The electric potentials of the surface electrodes, which are proportional to the sum of the stress ( _x + _y ) on the structural member, are measured by an electrostatic voltmeter during load cycling. The mode I and mode II SIFs of the crack are estimated using the relationship between the SIF and ( _x + _y ). The applicability of the proposed method is examined through experiments and numerical analysis.     

Calculation of Transient Stress Field During Laser Transformation Hardening Process

IntroductionHighpowerCOzlaserssdsetransformationhardeningtechniquehasbeensuccessfullyusedinindusnyforWYears.BecausethetemPeratUrefleldislocalizedinmaterialdurllglasertransfonnationhMngProcess,highthermstrCsswillgenerateinmatgrialduringlasertfansformationhardeningProcess.Therisalsohighresidualstressinmaterial,bothintCnsionandcomPression['-'].ComPressresidualstressishelptoincreasethefatigueldrimeofthelasertreatedmaterial,butthetensilestresswillshortenthefatiguelifetmeofthelasertreatedmator…     

隧道下穿运营机场跑道的爆破振动安全判据研究

以我国第一座采用钻爆法下穿运营机场跑道的隧道恩施金凤大道许家坪隧道工程为依托,开展对机场跑道的爆破动力安全判据的研究。首先基于应力波传播理论及极限拉应力准则,对爆炸应力波传播至机场跑道上表面(即自由面)处发生的反射进行理论分析,建立基于混凝土跑道结构安全的爆破振动速度判据模型,并提出跑道的爆破振动速度安全阈值;同时,基于数值模拟,从统计角度建立拉应力峰值与质点振动速度峰值之间的函数关系,求解得到机场跑道的爆破振动速度安全阈值。最后,将理论分析结果、数值计算分析与《爆破安全规程》进行对比分析,最终确定机场跑道的爆破振动速度安全判据,为在隧道下穿机场跑道爆破施工提供了依据。