By using the types of stiffeners , the thickness of the composite panels and the arrangement of the goggle pins as the parameters , mechanical performance tests were made on 9 composite panels 以加劲肋形式、组合板厚度和栓钉布置为参数，进行了9块组合板的力学性能试验。
This slab belongs to bi - direction load - bending and anisotropic - orthotropic structure . with its effective load - carrying capacity , it is very economical compared with other structures of steel - concrete 这种新型组合板属于双向受弯的正交异性板，受力合理，具有显著的经济效益。
Four - way simply support common and long span composite slabs were also studied by the author with the finite elements method , and a calculation method was proposed 分析了组合板的破坏方式；采用有限元分析方法研究了四边简支普通跨度和大跨度的型钢和压型钢板与混凝土组合板的抗弯承载力，提出承载力计算方法。
With the aid of the obtained fundamental solutions and the continuity conditions of stress and displacement on material interface , complex potentials solutions for an bi - material infinite plate with an elliptical inclusion under pulling stress are given 根据界面上应力和位移的连续条件，得到了单向拉伸状态下，含有椭圆夹杂的无限大双材料组合板的复势解。
In civil engineering , composite slabs with shaped steel , steel sheet and concrete are usually recognized as thin plates . based on classic thin plate theory , the author studied the load - carrying capacity and design methods of this structure 土木工程中的型钢和压型钢板与混凝土组合板一般都属于薄板，本文以薄板理论为基础，来研究型钢和压型钢板与混凝土组合板的受力性能和设计方法。
In this paper , based on the finite layer method and combined plate elements theory , a analysis model of pile groups - soil - pile cap interaction is established for groups pile , and proposes a three - dimensional numerical analysis for the groups pile in the lateral loading 对于群桩，本文以引入的有限层法和组合板单元为基础，建立了水平荷载下桩?土?承台共同作用的分析模型，并对水平荷载群桩进行了三维的数值分析。
As quantity , distance and size of cross - section of shaped steel have great influences on load - carrying of whole composite slabs , the author presented design principles and methods , which are useful for future cross - section design of composite slabs with shaped steel , steel sheet and concrete 对组合板中型钢梁设置的数量、间距和截面尺寸对组合板承载力的影响进行了研究，提出设计原则和方法，为型钢和压型钢板与混凝土组合板的截面设计提供依据。
The paper made up a flexural experiment with six pieces of composite slab . during the every step of load exerted , the paper recorded the strain of cold - form steel deck and concrete , deflection , crack , slide , ultimate bearing capacity . by changing the thickness of cold - form deck , thickness and strength of concrete , amount of steel stud and other parameters , the paper discussed the behavior of loaded composite - slab 本文进行6块组合板的抗弯性能试验，测试各级荷载下压型钢板及砼应变、组合板挠度、裂缝、板端滑移、组合板抗弯极限承载力；通过压型钢板厚度、砼板厚度、砼强度等级、栓钉数量等几个参数的变化，探讨组合板在荷载作用下的内力、变形情况。
The bearing capacity of normal section of the composite panels may be calculated according to the assumed limit state based on the modified normal sections while the deformation of the composite panels may be corrected according to the calculations made in line with the prevailing steel structure design codes and by taking into consideration the influence of the interfacial slipping motions 组合板的正截面承载力可按基于修正平截面假定的极限状态计算；组合板的变形，可在按现行钢结构设计规范计算的基础上，加上考虑界面滑移影响的附加变形值予以修正。
According to the new concrete code , the calculation formula are put forward concerning the load - carrying capacity during construction , the load - carrying capacity of cross - section bending , longitudinal shearing , the inclined - section shearing and part shearing during the application of the continuous composite floor slab , which provide the design proofs for the continuous composite floor slab 摘要根据新混凝土规范，给出了连续跨压型钢板与混凝土组合板施工阶段的承载力计算公式及使用阶段的正截面抗弯承载力、纵向水平抗剪承载力、斜截面抗剪承载力和局部抗冲切承载力计算公式，为连续组合楼板的设计提供了依据。
