层应力的英文
ply stress
例句与用法
- Adopting the viscous - elastic method of energy conversion , the stress , strain and fracture distribution or evolvement rules of the composite structure of steel bridge deck asphalt mixture surfacing were explored
采用粘弹性损伤模型的能量转换方法对钢桥面沥青混合料铺装层应力场、应变场及损伤场分布状况进行研究。 - 25 , the stress distribution angle should be zero . at last , analysis of composite modular by three - dimension finite element is carried out . it considers the effects of different ldr and n . it shows that the values of finite element analysis are well accordance with those of in - situ tests under the working load
最后，采用三维复合模量有限元法，分析了不同加筋密度和层数对加筋复合地基沉降和加筋垫层应力分布的影响，指出在工作荷载作用下，有限元分析结果与实测结果具有较好的一致性。 - The first , site experiment is carried out . the paper analyze in - situ testing data of subgrade which is made up of plain concrete pile composite foundation and agitation pile composite foundation including pore pressure , layer settlement of soils between piles , earth pressure , lateral deformations
发现正常荷载下，两种复合地基路基的受力性状不一样，用建筑垃圾填土桩距较大的素混凝土桩复合地基，浅层应力向桩体集中，并通过桩向深层扩散，桩间土与桩有较大的相对位移，桩顶和桩端的刺入较为明显。 - This paper analyzes job state of soil nail support system in the earth fill body in physically displacement characteristics of soil , strength characteristic distribute law of soil nail , strength characteristic distribute law of out layer of concert and so on , and reveals the function mechanism of soil nailing in earth flll body
从土体位移特性、土钉受力特征、面层应力分布规律、超前支护土钉的受力特性等方面分析了降雨与非降雨条件下填土中土钉支护体的工作状态，揭示了填土中土钉支护的作用机理。 - Here aiming at temperature and traffic load factors , have a systemic study about strcture ' s stress distribution . plan is to make use of ansys to calculate pavement structure ' s distortion with full grade gravelly interlayer carefully through changing each layer ' s thickness and module . next , analysize stress among bottom of surface asphalt layer and top of semi - rigitidy base . lastly . make a conclusion : how to distrube stress and strain about the structure after adding gravelly interlayer
方法是采用ansys对加设级配碎石基层半刚路面结构进行多种参数模拟计算，通过改变结构材料厚度、模量等观察基层和面层应力变化，研究碎石基层怎样调整结构应力而防止了温度和行车荷载产生的过大拉应力，避免基层产生内部裂缝。
