英语翻译Theoretical Model of SpallingIf the concrete cover is relatively thinner than the spacing,a spalling crack can occur.In general,the angle of spalling becomes smaller with thicker concrete cover.Here,the angle is assumed to be .In this mod

英语翻译Theoretical Model of SpallingIf the concrete cover is relatively thinner than the spacing,a spalling crack can occur.In general,the angle of spalling becomes smaller with thicker concrete cover.Here,the angle is assumed to be .In this mod
英语翻译
Theoretical Model of Spalling
If the concrete cover is relatively thinner than the spacing,a spalling crack can occur.In general,the angle of spalling becomes smaller with thicker concrete cover.Here,the angle is assumed to be .
In this model,the strain in concrete is [Matsushima 2002],
方程式 (2.3.4.15)
where A is the required displacement for spalling crack at the cracking surface and B is the thickness of concrete cover.Then,considering Hooke's law and the relationship,方程式,the force at the cracking surface,C,is described as follows:
方程式 (2.3.4.16)
Similarly,the stress in corroded reinforcement is,
where E is the force acting on corrosion product,D is the diameter of reinforcement,and
F is the modulus of elasticity of the corrosion products.Since the expansion of reinforcement occurs at both sides of reinforcement,thus the strain in corroded reinforcement is expressed as follows:
where G is the required displacement of reinforcement for a spalling crack and H is the thickness of the corroded reinforcement.Therefore,the force due to steel expansion is,
Considering 方程式,then,the following formula can be obtained,
From the compatibility of displacement,
Finally,I and J can be expressed as follows:
If K exceeds方程式,a spalling crack can develop.
注释一：文中从A到K都是代表的方程式里的符号,不代表英文中字母.
注释二：文中汉字直接带着就行了.

英语翻译Theoretical Model of SpallingIf the concrete cover is relatively thinner than the spacing,a spalling crack can occur.In general,the angle of spalling becomes smaller with thicker concrete cover.Here,the angle is assumed to be .In this mod
理论模型剥落,如果混凝土复盖较薄比间距,剥落裂纹可能发生的.在一般情况下,角剥落变得较小较厚的混凝土盖板.这里的角度是假设.在这个模式中,应变混凝土[matsushima2002] 方程式(2.3.4.15)凡有所需位移剥落裂纹的破裂面和B是厚度 混凝土盖板.然后,虎克定律的关系,方程式,该部队在地面裂缝,三是描述如下:方程式(2.3.4.16)同样的应力钢筋锈蚀,其中e是作用力腐蚀产品,四 是直径的钢筋,且F弹性模腐蚀产品.自从扩建加固发生在双方增援,因此应变钢筋锈蚀的表述如下:那里是G所需位移的加固了开裂剥落,h为厚度锈蚀re inforcement.因此,部队因钢扩建,考虑方程式,那么下列公式,可 从相容的位移,最后,我和J可以表示如下:如果k超过方程式,剥落开裂才能发展.注释一:文中从一到k都是代表的方程式里的符号,不代表英文中字母.注释二:文中汉字直接带着就行了