Allowable twisting unit stress 容許單位扭轉(zhuǎn)應(yīng)力
Allowable contact unit stress 容許單位接觸應(yīng)力
Allowablebuckling unit stress 容許單位扭曲應(yīng)力
Three different aspects of anisotropic deformation including lateral strain , relative proportional relation of lateral strain and strain in load direction , and train increment induced by unit stress increment in load direction will be delicately analyzed . the stress strain relationship in different principal stress load direction can be reflected in the anisotropy of tangent elastic ratio or strain increment in load direction induced by unit stress increment in load direction 側(cè)向變形可以從側(cè)向應(yīng)變、側(cè)向應(yīng)變與加荷向應(yīng)變之間的相對(duì)比例關(guān)系或側(cè)膨脹系數(shù)以及加荷向單位應(yīng)力增量所引起的側(cè)向應(yīng)變?cè)隽咳齻€(gè)不同方面深入細(xì)致地分析研究;不同主應(yīng)力加荷向的應(yīng)力應(yīng)變關(guān)系各向異性可以反映在切線彈模以及加荷向單位應(yīng)力增量引起的加荷向應(yīng)變?cè)隽康牟町愔小?
Each unit anchor has its own individual tendon , its own unit fixed length of borehole , and is loaded with its own unit stressing jack which ensures that the load in all unit anchors is always identical . the total working load of the anchor is beard by each fixed anchor length of all units in staggered depth in the borehole and by means of respective bearing bodies , the tension loads applied to the plastic coated strands are changed into the compression loads on the grout of each fixed anchor length , then the total working load can be divided into several smaller loads and transmitted to the rock mass and soil in different locations in dispersed compression 壓力分散型錨索是在一個(gè)鉆孔中安裝若干個(gè)錨索單元,每個(gè)單元都有自己的桿體和錨固段,在張拉時(shí)分別承受相同的工作荷載;錨索總的錨固力由分散布置于鉆孔不同深度處的這些單元錨索的錨固段來(lái)共同承擔(dān),并利用各單元的承載體將無(wú)粘結(jié)錨索的拉力轉(zhuǎn)化為對(duì)錨固段注漿體的壓力,從而將錨索總的錨固力以壓力形式分散作用于不同深度的巖土體上。
其他語(yǔ)種釋義
unit stressとは意味:unit stress 応力度[化學(xué)]; 応力度[機(jī)械]; 単位応力[基礎(chǔ)]; 単位応力[化學(xué)]; 単位応力[機(jī)械]