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这表明，加劲粘到光盘上。This shows the stiffener glued to the disc.
这表明，小砌块胶合板向加劲。This shows the small blocks glued to the stiffener.
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我们从一加劲板的更严厉的底盘。We shifted from a stiffener plate to a stiffer chassis.
过剩略有超出了加劲将削减小康稍后。The excess slightly beyond the stiffener will be trimmed off later.
鞋芯垫片是控制鞋底弹性的加强部件。The shank is a stiffener that controls the flexibility of the sole.
在设置导缆孔处舷墙板增加板厚和加强筋。Bulwark plate to be thickened and stiffener to be added in way of mooring hole.
试件均采用钢梁，并采用构造不同的环间加劲肋。The specimens are all steel beams with different stiffener ribs among the rings.
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选择一个适当的厚度，为加劲和间隔块，以适应环的宽度。Choose an appropriate thickness for the stiffener and spacer blocks to fit the rim width.
削减的一小部分废料的加劲，支路，它背后的辐条，借鉴，在加劲区。Cut a small section of scrap stiffener, slip it behind the spokes, and draw in the stiffener area.
最后提出了加劲肋设计公式，供工程参考。In the end the design formula of stiffener is put forward which can supply reference to engineering.
研究表明裂纹是从纵向加劲助未熔透的对接焊缝中起始…This indicated that the fracture had initiated at the unfused butt weld in the longitudinal stiffener.
有些裂纹可能在运输和安装过程中就从加劲肋对接焊未熔透处开始发展。This indicated that the fracture had initiated at the unfused butt weld in the longitudinal stiffener.
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机架采用槽钢作为主梁，中间加加强筋板焊接而成。The rack uses the channel steel to take the main body, the middle with stiffener board welded together.
本文对外肋环板节点梁翼缘受拉模型的传力机理进行了分析。Force transfer mechanism of the vertical stiffener joint model with only tensile beam flange is analyzed.
对不同初始挠度以及不同加劲规格的薄板作了加载试验。We have done some loading testing on the panel with different initial deflections and different stiffener.
研究了复合材料加筋板筋条斜削区的失效过程并预测了结构的承载能力。The failure mechanisms and the loading capacity of stiffened composite panels with stiffener runout are studied.
在计算过程中，考虑了撞击点和加强筋的相对位置关系。During the process of calculation, the relative ubiety between impactive location and stiffener is taken into account.
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接下来，适用于第二层都加劲和光碟，让他们干为几分钟，然后按下在一起。Next, apply a second coat to both the stiffener and the disc, let them dry for a few minutes, and then press together.
对影响带有加劲环的内衬钢管的稳定因素作了讨论。The factors which influenced the stability of steel-lined reinforced concrete pipe with stiffener rings are discussed.
在两个圆弧柱壳连结处布置某种型式的垂向水密纵舱壁进行加强。There is a vertical waterproof longitudinal bulkhead between the two shell-junctures, it reinforced by some stiffener.