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1)  tier of beams
梁层
2)  sandwich beam
夹层梁
1.
Studyon the proportional constant and the stress of sandwich beam;
夹层梁等效弹性常数与应力的研究
2.
Wavelet theory was used to monitor the debond and crack damage in an FRP(fiberglass-reinforced plastics) composite sandwich beam respectively.
探索采用小波分析方法,对FRP(玻璃钢)夹层梁的脱层损伤和裂纹损伤检测分别进行试验研究。
3)  laminated beam
层合梁
1.
Nonlinear dynamic response for composite laminated beam with delamination under considering the effect of contact
考虑接触效应的具脱层复合材料层合梁的非线性动力响应分析
2.
It is significant to study the numerical simulation method of the flexural failure process of laminated beams reinforced with woven fabric.
机织物层合梁弯曲破坏全过程的数值模拟分析对揭示其破坏规律,评价其耗能能力,预测其极限承载能力都十分有益,并有望在一定程度上代替大量的实验。
3.
In this paper,bending failure experiments have been carried out for five groups of laminated beams reinforced with unidirectional woven fabrics.
五组单向机织物增强层合梁的弯曲实验表明:层合梁的最大弯曲强度通常并不对应于最后一层破坏时的荷载;铺设角不同的层合梁达到最大承载力时,破坏并不发生在同一层,且总的破坏层数和对应位移都不相同,其破坏形式可以定性预测。
4)  composite beam
层合梁
1.
Analysis on contact damage problem of composite beam;
复合材料层合梁接触损伤问题的分析
2.
The nonlinear contact problem of composite beams is linearized by an inverse method, that is to say, the loading distribution on the contact zone with the adjustable parameter and the contact width are assumed to be given and the curvature of the cylinder is to be solved.
首先根据叠加原理将受力状态分解成对称和反对称状态 ,然后用正交完备的三角级数和勒让德级数构造这两种受力状态的位移场 ,并应用最小势能原理确定位移场中的待定系数 ,从而确定层合梁的位移场和应力场。
3.
The vibration of a composite beam, embedded with piezo-electric film, is analysed in the paper, Hamilton principle is made in use to analyse the coupled effect between piezo-elec-tricity and structure deformation,considering the influence of electric field on deformation, the e-quation of motion of a composite beam is derived.
本文分析由压电材料进行控制的复合层合梁,利用哈密顿原理分析压电效应与结构变形的耦合作用,考虑到电场条件对结构变形的影响,推导出压电层合梁的运动方程,并求得了压电层合梁固有特性与电场的关系。
5)  sandwich beams
夹层梁
1.
Vibration analysis of electrorheological sandwich beams with transversely compressible core;
横向可压缩电流变夹层梁的振动特性
2.
This paper presents the results of theoretical analysis of sandwich beams at bending,and the bending stress and deformation are calculated by analytical method.
对夹层梁弯曲理论进行了深入研究,并用解析的方法计算了夹层梁的弯曲应力和挠度。
3.
The mechanical characteristics of glass fiber reinforced plastics/rubber sandwich beams were analyzed when the sandwich beam was subjected to transverse load.
对玻璃钢/橡胶夹层梁结构在横向载荷作用下的力学特性进行分析,利用弯曲变形时夹层梁各层内和层间力的平衡方程和变形协调方程,得到以层间剪力为变量的二阶微分方程式,并利用边界条件进行求解,从而提出了更为准确的夹层梁弯曲应力和挠度的解析表达式。
6)  laminated beam
叠层梁
1.
Calculation formulas for stress of laminated beam under bending experiment
叠层梁弯曲实验的应力计算公式
2.
A composite laminated beam is considered to be in a state of plane stress,the analytical solutions of frequencies and modal functions of a composite orthogonal and anisotropic laminated beam with simply-supported boundary condition are obtained by elasticity theory.
用平面应力模型来模拟复合材料叠层梁,得到了正交各向异性叠层梁的频率和模态函数,并用间接模态叠加法(IMSM)求得了叠层梁的瞬态响应。
3.
Based on generalizing the structure characteristics of bridge asphalt pavement,the laminated beam model is developed as for bridge asphalt pavement.
在分析总结桥面铺装结构承载特性的基础上,提出采用叠层梁作为桥面沥青铺装层间应力计算的简化模型。
补充资料:安梁堡梁氏大宅

安梁堡梁氏大宅位于广东省高州市曹江镇安梁堡村。距离高州市中心约13公里,是典型的中西艺术交融,富有时代代表性的民国民居建筑。大宅是当地著名乡坤梁普埙、梁普篪兄弟的旧居,建成于1947年,占地面积达一万一千多平方米,建筑面积达四千多平方米。主体建筑分为东、西两宅,分别由前楼、后楼和侧楼组成,前楼一层,后楼三层,侧楼二层,前后楼之间有天井,并通过多条走廊相互贯通,连为一体。在功能分布上,后楼是主楼,是梁府家庭成员的生活起居住宅,前楼是雇工住宅和生活服务区,侧偻用于储存食物和物品。大宅还配套有花园、水井、池塘、厕所、猪舍、牛栏、码头等设施。大宅整体是中国传统的楼阁式,同时配合了西式的走廊和装饰。大宅的排水系统也别具一格,落到大宅的雨水通过管道进入天井中的大水池,水池水满后才往外排泄,因此,水池常年储满水,可备发生火灾时使用。大宅主体建筑对外的墙体上,每间隔一定的距离,就开有射击孔和瞭望窗,和大宅四周的围墙、护卫角楼组成了坚固的防御系统,从而使大宅成为一座集防卫、住宅、贮藏于一体等综合使用功能的建筑。

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