土木毕业设计外文翻译--钢筋混凝土结构设计
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1、中文 2935 字 毕 业 设 计(论 文) 外 文 参 考 资 料 及 译 文 译文题目: DESIGN OF REINFORCED CONCRETE STRUCTURES 学生姓名: 杨涛 学 号: 1106101047 专 业: 土木工程 所在学院: 建筑工程学院 2014 年 12 月 31 日 原文: DESIGN OF REINFORCED CONCRETE STRUCTURES 1. BASIC CONCERPTS AND CHARACERACTERISTICS OF REINFORCED CONCRETE Plain concrete is formed from harden
2、ed mixture of cement, water , fine aggregate , coarse aggregate (crushed stone or gravel ) , air and often other admixtures . The plastic mix is placed and consolidated in the formwork, then cured to accelerate of the chemical hydration of hen cement mix and results in a hardened concrete. It is gen
3、erally known that concrete has high compressive strength and low resistance to tension. Its tensile strength is approximately one-tenth of its compressive strength. Consequently, tensile reinforcement in the tension zone has to be provided to supplement the tensile strength of the reinforced concret
4、e section. For example, a plain concrete beam under a uniformly distributed load q is shown in Fig . 1.1(a), when the distributed load increases and reaches a value q=1.37KN/m , the tensile region at the mid-span will be cracked and the beam will fail suddenly . A reinforced concrete beam if the sam
5、e size but has to steel reinforcing bars (216) embedded at the bottom under a uniformly distributed load q is shown in Fig.1.1(b). The reinforcing bars take up the tension there after the concrete is cracked. When the load q is increased, the width of the cracks, the deflection and the stress of ste
6、el bars will increase . When the steel approaches the yielding stress y , the deflection and the cracked width are so large offering some warning that the compression zone . The failure load q=9.31KN/m, is approximately 6.8 times that for the plain concrete beam. Concrete and reinforcement can work
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