在人造纤维行业，各滤网都要安装与其轮廓相吻合的垫片和密封圈。
Along with screen packs, the synthetic fiber industry utilizes gaskets and seals with each pack configuration.
弹性纤维通常是单独的，折光的，分枝的及吻合的纤维。
Elastic fibers usually occur as individual, refractile, branching, and anastomosing fibers.
动脉吻合术后30天弹性纤维的含量明显增高且形态结构趋于正常。
The amount of elastic fiber increases markedly 30 days after the anastomosis, and its morphological structure becomes stable.
该模型能够考虑纤维截面影响，所得理论值与实验结果吻合较好。
The model considers the effect of fiber section shape and makes theoretical values in good agreement with experimental results.
一小球体，包围着许多神经纤维，由动静脉间的吻合构成。
A small body surrounded by many nerve fibers, consisting of an anastomosis between fine arterioles and veins.
本文还给出了钢纤维混凝土节点开裂强度的简化计算公式，计算结果与试验结果吻合良好。
A simplified cracking strength formula for steel fiber reinforced concrete joint has been presented, and the calculation results are in good agreement with the test results.
电镜下吻合段神经纤维具有明显神经轴突特征。
The anastomoses fiber presented with the characteristic of common neural axon.
目的观察神经轴浆流恢复情况，进一步证实端侧神经吻合后纤维再生的可能性。
AIM to observe axoplasm flow of regenerative nerve resumed to confirm the possibility of nerve fibre regeneration after end to side neurorrhaphy.
目的：研究端侧神经吻合后，神经再生的可能性和再生纤维的类型。
Objective: to study the possibility of nerve regeneration and the types of regenerative nerve fibers after end to side neurorrhaphy.
通过试验和解析方法对粘贴碳纤维布加固修复钢结构技术的粘结界面受力性能进行了分析，提出粘结界面剪切应力的计算公式，并在实际算例中取得了与试验较为吻合的结果；
Through tests and analysis of the adhesive interface performance of steel structure with CFRP, the paper sets up an expression of adhesive interface shear stress, which is validated by the tests.
提出了碳纤维布加固砖砌体墙的抗剪强度计算公式，其计算结果与试验结果吻合较好。
The shear strength formula for brick masonry walls reinforced with CFRP is presented, and has a good agreement with the test results.
研究表明，不同尺寸岩土体试样强度的实验结果不同，按纤维束强度理论解释较为吻合；
The research indicates that different sizes of specimens result in different values of soil shear strength, and this phenomenon can be well explained using the strength theory of fibrous bunchiness.
最后在试验结果的基础上提出了考虑尺寸效应影响的纤维约束混凝土试件的强度模型，改进后的模型值与试验结果吻合较好。
Finally, the strength model of the size effect of the fiber-confined concrete was modified according to the experimental results.
纤维蛋白原、低密度脂蛋白增高可能是导致吻合口内膜增生、人工血管闭塞的重要高危因素。
Higher levels of FIB, CRP and LDL maybe the major high risk factors that lead to intima hyperplasia and artificial graft obliteration.
结果表明，理论预测与实验观察的第二相纤维规则情况吻合较好。
The results show that the predicted morphologies of given monotectic systems by the model are concordant with the observing results by experiment.
结果表明，理论预测与实验观察的第二相纤维规则情况吻合较好。
The results show that the predicted morphologies of given monotectic systems by the model are concordant with the observing results by experiment.
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