tensile reinforcement

Bending properties of RC beams with exposed tensile reinforcement

部分受拉钢筋暴露的钢筋混凝土梁受弯性能

The experiment is based on the reinforced retaining wall structure of whole rigid panel, working mechanism of reinforced flyash retaining wall, strain distribution of tensile reinforcement, deformation of reinforced flyash retaining wall are researched.

试验基于整体刚性面层加筋土挡墙结构研究了粉煤灰加筋土挡墙的工作机理、筋材中的应变分布、粉煤灰加筋挡墙的变形。

It has been gotten that the laws of acceleration, dynamic earth pressure, vertical and horizontal accumulated deformation, accumulated tensile strain of reinforcement under cyclic loading with different amplitudes and frequencies. 3.

获得了不同荷载幅值、频率和加载次数下生态型加筋土挡墙不同部位的加速度、动土压力响应规律，挡墙的竖向和水平向变形的累积变形规律以及筋材累积拉应变增长规律。

Tensile Test of the Reinforcement in Flyash

粉煤灰中的筋条拉拔试验

Test results showed that for the specimens with large beam section width, a portion of tensile reinforcement in the front of the wall yielded, while reinforcement in the back of the wall did not yield at the peak load.

试验结果表明，达到最大承载力时，梁截面比较宽的试件，墙正面的部分受拉纵向钢筋屈服，墙背面的纵向钢筋未屈服；

And, an increase of tensile reinforcement for the slab increases its loading capacity much more apparently than an increase of compressive reinforcement.

可知增加拉力钢筋后可以提高承载力，但增加压力钢筋对于提高承载力却不明显。

We only did some experimentation on the B> 0.6H double reinforced earth retaining wall, and observe the distortion of facings, the earth pressure and tensile force of reinforcement.

在此，我们仅对B>0.6H（B为两墙面间距，H为挡墙高度）条件下的双面加筋土挡墙进行了试验研究，观测其墙面变形、墙面土压力和拉筋拉力的发展变化。

A Study of Limiting Values for Minimal Ratio of Longitudinal Tensile Reinforcement in Non-seismic Reinforced Concrete Beams

非抗震梁受拉钢筋最小配筋率取值分析与建议

Study on Minimal Ratio of Longitudinal Tensile Reinforcement of Coupling Beam in Shearwall Structure

剪力墙连梁纵向钢筋构造配筋率探讨

Analysis of Stress in Tensile Reinforcement in Cracked Concrete Beams

混凝土开裂后梁的受拉钢筋应力的分析

In this paper, we design the reinforcing bars with the tensile stress graphics reinforcement method given by hydraulic concrete structure design criterion ( DL/ T5057-1996).

论文采用水工混凝土结构设计规范（DL／T5057-1996）规定的拉应力图形配筋法进行配筋设计。

Theoretical analysis of bending behavior of RC beams with part of concrete removed and exposed tensile reinforcement

去除局部破损混凝土后钢筋混凝土梁受弯性能理论分析

Based on the concept of the effective affecting area of tensile reinforcement, in this paper, a calculating formula of average crack distance is set up first.

本文根据受拉钢筋有效影响区的概念，首先推导出一个平均裂缝间距计算公式。