An automatic method for controlling the centre of gravity of a model

In many applications the location of the centre of gravity of a mechanical part is an important factor that a designer must consider. If it is not in a desired location, a part might not work properly, e.g. unbalanced force might be generated in a rotational part. After a part is modeled, its centre of gravity cannot be altered unless its external shape or internal mass distribution is changed. However, the external shape is usually constrained by other design considerations. In this paper, an algorithm is proposed for controlling the centre of gravity of a hollowed part. Using this algorithm, the location of the centre of gravity of a part is controlled by changing its internal mass distribution.     

Effect of gravity on visco-elastic surface waves in solids involving time rate of strain and stress of first order

The aim of the present paper is to study the effect of gravity on visco-elastic surface waves in solids. The wave velocity equations are deduced from Biot’s theory of initial stress on the assumption that gravity creates a type of initial stress — hydrostatic in nature. Resulting equations are used to investigate surface waves of the Rayleigh, Love and Stoneley types. Results are in good agreement with corresponding classical results when gravity and viscosity are neglected.     

有限元等效应力法在重力坝强度分析中的应用

采用有限元法进行重力坝坝体应力分析时，坝踵、坝址的应力计算结果一直无法作为设计坝体断面的依据。本文将有限单元法所求得的应力合成截面内力，用材料力学公式求出重力坝建基面上任意点对应的线性化等效应力，并分析了影响有限元等效应力的各种因素。研究结果表明，有限元等效应力法有效地避免了坝踵、坝址的应力集中现象，解决了坝踵应力随网格的变化而变化的问题，计算出的建基面应力具有数值稳定性，得出的应力结果可以按现行的重力坝设计规范规定的应力标准评价重力坝坝体安全度。因此，结合有限元结果和等效应力法计算的坝踵、坝址应力结果，可为重力坝坝体强度的综合评定提供相应的依据。     

重力测井用于注CO2油藏监测的理论分析

在３次采油过程中，注采已为广泛应用，但所面临的问题是如何确定油层中注入流体的波及范围、流体前缘位置及推进速度等。利用地震方法进行注采由于受震资料分辨率的限制，只适用于浅层，而其它测井方法由于探测范围限制，揭示井间注采动态又显不足。重力测井具有探测范围大、受井径变化影响小、重复观测周期短、不受目的层埋深限制等优点。通过正演模拟分析表明，重力测井方法不仅可监测ＣＯ２前缘空间位置的变化，而且可以判定ＣＯ     

Organic geochemistry of heavy/extra heavy oils from sidewall cores, Lower Lagunillas Member, Tia Juana Field, Maracaibo Basin, Venezuela

The study of 22 oils from sidewall cores taken at different depths in the Lower Lagunillas Member, well LSJ-AB, Tia Juana Field, Maracaibo Lake is presented, with the purpose of predicting the intervals that present the best crude oil quality. Differences were detected in the biodegradation levels of the studied samples, which are correlated with the depth at which the sidewall core was taken. The API gravity was considered for the oils from each sidewall core and it was found that toward the top of the sequence, the oils have an API gravity of 10.6-11.2°, while toward the base part of the sequence, the well produces extra heavy oils with an API gravity that varies between 8.2 and 8.7°.     

多跨充水式橡胶坝工程总体设计技术探讨

结合工程实践对沂河多跨橡胶坝总体设计形式优化形态进行分析;针对大型防洪河道多跨橡胶坝工程不同于一般单跨和少跨橡胶坝的工程特性和其充排水系统的特殊性与复杂性,提出适合大型防洪河道多跨橡胶坝的优化充排水系统。     

浸润线形状特性与渗流计算常见错误剖析

分析了浸润线形状特性.通过工程实例,剖析了土石坝渗流计算常见错误,给出了渗流计算有限元法对渗流自由面、逸出点加快收敛的处理方法建议.     

水土保持工程施工阶段的设计变更

通过对水土保持工程施工阶段设计变更原因的分析，指出水土保持生态工程施工阶段变更的必要性和建设、监理单位对变更管理的重要性。通过对变更设计的程序和原则进行的分析，阐述了变更设计涉及的几个主要问题。     

单线循环客运索道设计参数研讨(续三)

论证客运索道设计中的几个重要参数,建立抱索器钳口夹紧力计算公式,第一次给出钳口夹紧力与钢索金属断面积的比值,并进行了钢索弯曲应力计算公式的推导.     

上犹江水电站大坝闸墩与廊道顶拱裂缝成因分析

针对江西上犹江水电站大坝闸墩裂缝和检查廊道顶拱的贯穿裂缝,运用温度场和温度应力的有限元方法对施工和运行过程进行模拟计算,在运行期重点考虑夏季泄洪冷击和冬季寒潮对开裂的影响,根据计算结果对裂缝的成因进行分析。计算结果表明,不同时期的温度应力是产生裂缝的主要原因。提出了裂缝处理和预防的建议。