shear steel

The present study investigated the simulation method of steel concrete interface and shear studs.

探讨了混合结构钢-混凝土界面的模拟以及剪力钉受力的计算方法.

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Analysis of Shear-lag Effect on Steel Box-girder of Pedestrian Overbridge

人行天桥钢箱梁剪力滞效应分析研究

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The traditional construction process of shear wall generally were included: binding steel bar, supporting shear wall formwork, pouring concrete, demolition of the template and maintenance, paste/ spraying thermal insulation layer of exterior wall, daub coating, coating/ brick on the surface.

传统的剪力墙施工工序一般为绑扎钢筋骨架、支护剪力墙模板、浇筑混凝土、拆模养护、粘贴／喷涂外墙保温层、涂抹保护层、涂料／面砖饰面层。

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Based on the analysis of the structural features of several types of shear connectors used for steel-concrete composite girders at home and abroad, a type of new shear connector, the wave-form bent bar having already been used on the actual bridge is presented.

在分析国内外钢混凝土组合梁用各种剪切连接件结构特点的基础上，介绍已用于实桥建造的一种新型剪切连接件波形弯筋连接件。

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Main equipment design of strip slitting unit applied for big steel coil, heavy thickness and high strength, such as uncoiling machine, disc shear and recoiler were researched.

对大卷、厚壁、高强度钢带纵剪机组的主要设备如开卷机、圆盘剪、卷取机的设计进行了探讨。

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The consequence of experiment indicates that the splitting tensile strength of steel fiber concrete increases with the increase of volume fractions, length-diameter ratio, the length and concrete strength grade. The cold drawn steel fiber is superior to the mill steel fibers and shear steel fiber.

研究表明：钢纤维混凝土劈裂抗拉强度随着钢纤维掺量、长径比、长度和混凝土强度等级的增长而增加，切断型钢纤维的增强效果要优于铣削型和钢带剪切型。

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Applying strength theory, established the strength conditions of steel wire, rubber, and the shear strength condition of steel wire and rubber, and obtained the maximum allowable pull-out load of anchor.

应用强度理论，建立了锚杆体中钢丝、橡胶的强度条件及钢丝与橡胶的剪切强度条件，得出锚杆的最大许用拉拔载荷。

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The effects of rolling and annealing temperatures on the shear strength of titanium cladding steel plate were investigated.

研究轧制温度、退火温度对复合板剪切强度的影响。

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Experimental Study on Shear Strength and Anchorage Behavior of Steel Tie Bar and Expansion Bolt in Shale Perforated Brick Masonry

页岩多孔砖砌体抗剪性能与拉结筋、膨胀螺栓锚固性能的试验研究

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Firstly, shear force in cutting 12 mm steel plate of an inclined blade shearing machine is computed. Then the shearing position, the relation between shear force variation and the cylinder stroke and the shearing process are analyzed, from which the shear force variation is obtained.

首先计算出取样剪在剪切12mm厚度钢板的总剪切力，然后对剪切机构的位置、剪切机构提供的的剪切力与液压缸行程关系以及剪切过程进行了分析，得到剪切过程的剪切力变化情况。

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