1、

Experimental Research on Oblique Shear Force of Different Strength Reinforced Frame Column with Different Stirrup Areas

斜向水平荷载作用下不等肢不等强度配箍钢筋混凝土框架柱试验研究

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2、

This paper used two approaches such as quartz C-axis fabrics and strain ratios, oblique grain shapes and quartz C-axis fabrics to measure kinematic vorticity numbers of the late ductile shear zone in southern segment of the Tancheng& Lujiang ( Tan-Lu) fault zone.

本次研究中利用石英C轴组构与主应变比值的方法以及石英C轴组构与斜列颗粒形态的方法,测量了郯庐断裂带南段晚期韧性剪切带的运动学涡度。

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3、

METHODS: Post cores were divided into four groups according to their lengths and diameters. Slices of the models were observed and maximal shear stress of each testing point was calculated with 3 dimensional photoelastic stress freezing method, after vertical and oblique loading.

方法:根据桩的长短、粗细将实验分成4组,通过垂直和斜向加载,采用三维光弹性应力冻结法,经模型切片观察计算出模型各测点的最大剪应力。

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4、

among all parameters, pin insertion angle, pin diameter and pin density are primary for compression and shear properties, while the oblique angle and pin layout could be neglected except that pins on transverse plane about shearing load have little contribution to the shear behavior.

Pin植入角、直径以及植入密度是压缩和剪切性能的主要影响因素,而端部斜切角及空间布局的影响可忽略。此外,横向面内pin对剪切性能的贡献较小。

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5、

A New Method for Calculation Shear Plane Area in Oblique Cutting with Double Edge

新的斜角非自由切削剪切面积计算方法

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6、

The paper proposes a new method for calculating shear plane area based upon a new oblique cutting model with double edge.

根据新的斜角非自由切削模型,本文提出了新的剪切面积计算方法。

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7、

firstly, influence of core parameters ( pin diameter, insertion angle, density, oblique angle, insertion depth and its layout) on tension, shear and compression response is investigated experimentally.

首先,采用试验方法研究了pin直径、植入角、植入密度、端部斜切角、植入深度以及pin空间布局等参数对X-cor泡沫夹层结构拉伸、压缩和剪切性能的影响。

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