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1)  Discrete Material Optimization
散体材料优化
1.
The design problem of maximizing the buckling load factor of laminated multi-material composite shell structures is investigated using the so-called Discrete Material Optimization (DMO) approach.
采用所谓的散体材料优化方法(DMO),对叠合多材质组合壳结构屈曲荷载最大化的设计问题进行研究。
2)  granular material
散体材料
1.
The modeling process of a cylindrical stone pile were numerically simulated to analyze the mechanical properties of granular materials.
该方法可用于深入研究散体材料特性。
2.
Utilizing the micromechanics the paper discusses that the packing structure and the form of inter particle contact of granular material have an effect on constitutive relation.
按球形颗粒的若干种典型排列形式，寻找散体的相对密度与单位体积内颗粒间接触面数目的统计关系，在静力学和运动学两种假定下，对散体材料的弹性模量、泊松比和剪切模量进行了估计，并探讨不同的颗粒间摩擦和填充参数对上述力学参数的影
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3)  material optimization
材料优化
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4)  granular columns
散体材料桩
1.
Analytical theory for consolidation of double-layered composite ground with granular columns;
双层散体材料桩复合地基固结理论
2.
Consolidation analysis of composite foundation of granular columns with impeded boundaries;
双面半透水边界的散体材料桩复合地基固结分析
3.
Analysis on the consolidation of composite ground with granular columns
散体材料桩复合地基固结分析
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5)  discrete material piles
散体材料桩
1.
Research on settlement calculation method of composite foundation of discrete material piles;
散体材料桩复合地基沉降计算方法的研究
2.
Based on the principle of continuity and harmony of deformation,the stress-strain relationship of the pile and the soil of discrete material piles composite foundation under lateral expansion is analyzed by soil mechanics and elastic theory.
根据桩土变形连续及协调条件,采用土力学及弹性力学理论分析了散体材料桩复合地基在鼓胀变形情况下桩与桩间土的应力—应变关系,并推导出当桩周土体达到极限平衡状态时的单桩极限承载力及复合地基极限承载力的计算公式。
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6)  discrete material pile
散体材料桩
1.
Bearing capacity calculating method of discrete material pile composite foundation;
散体材料桩复合地基桩土应力比分析
2.
The bearing capacity of discrete material pile composite foundation was discussed.
在探讨散体材料桩承载机理的基础上,针对其受力和变形特性,考虑散体材料桩侧向变形、不同布桩方式及时间效应等对复合地基承载能力的影响,导出了基于面积比的散体材料桩复合地基承载力计算公式。
3.
The phenomenon that the bearing capacity of the discrete material pile composite foundation is increased by time-varing is fully discussed in this paper.
针对散体材料桩复合地基承载力随时间延续而增长的现象,基于复合地基承载力计算的面积比公式,分别对桩体和桩周土体承载力的时效进行分析,提出了一种考虑时效的散体材料桩复合地基承载力的方法,并给出了公式中重要参数的参考值。
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补充资料：材料界面(见材料表面)


材料界面(见材料表面)
interface of materials

　　材料界面interfaee of materials见材料表面。
　　
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条