地下组合受限空间油气爆炸实验与数值模拟研究

隧道、地下储油库、人防工程、地下物资仓库等地下建筑物都是典型的受限空间结构。一旦发生油气爆炸燃烧,爆炸压力波和火焰的传播将受到众多因素的影响。通过实验和数值模拟的方法研究了在洞库地下组合受限空间中油气混合物由弱点火引起爆炸燃烧的发展过程,以及爆炸压力波和火焰经局部扰动后的变化过程,并将数值模拟结果与实验结果进行了对比和综合分析,得到了地下组合受限空间油气爆炸过程的基本参数,揭示了爆炸过程中组分、湍流对燃烧与压力波发展影响的规律。研究结果对地下受限空间油气爆炸过程的进一步研究以及爆炸灾害的预防都具有参考价值。

地下组合受限空间火灾分区实验与数值分析

本论文对地下组合受限空间火灾初期的分区现象进行了模拟试验和数值分析。地下组合受限空间火灾呈现出特殊的分区现象。一般可分为燃烧区、新鲜空气补充区、烟气流区、过渡区和火焰后面的“惰化区”五区。有上下两层的地下复杂组合受限空间可分为燃烧区、烟气流区、新鲜空气补充区和“惰化区”4区。将数值模拟分析结果与实验结果进行了比较,二者吻合较好。研究表明,本文所采用的组合受限空间火灾三维模拟分析模型,是一种既能实现对实际结构复杂火灾现象的模拟分析又能在一定程度上满足实际工程要求的较好分析方法。

地下复杂组合受限空间火灾分区现象与初期模式实验研究

主要介绍地下狭长与组合受限空间油料介质火灾分区现象、初期火灾主要模式模拟实验研究结果与讨论;地下组合受限空间火灾呈现出特殊的分区现象。一般可分为燃烧区、新鲜空气补充区、烟气流区、过渡区和火焰后面的"惰化区"五区。有上下两层的地下复杂组合受限空间可分为燃烧区、烟气流区、新鲜空气补充区和"惰化区"4区。地下受限空间(包括组合受限空间、容积式受限空间和狭长受限空间)密闭条件下火灾初期模式主要有:爆炸、爆炸减弱、爆炸增强、燃烧、爆燃向爆轰发展。地下复杂组合受限空间下部与下部狭长受限空间分别全开口条件下着火后火灾主要模式为爆炸、燃烧、爆炸后持续燃烧、爆炸后短时燃烧、爆炸后发展为出口外爆炸;爆炸又可分为爆炸强度逐步加强、爆炸由爆燃发展为爆轰、爆炸强度逐步减弱。

论翻译中的组合与原则

本文以语言学原理为指导,以汉语"新村"的英文翻译为重点译例,从自由组合、受限组合和固定组合的角度讨论了短语类专名的翻译问题和原则。当为求得表达效果而须考虑修辞转义时,译文依然须在广义上实现与原文的对应。

Flexural behavior of steel reinforced engineered cementitious composite beams

In order to enhance the durability of steel encased concrete beams, a new type of steel reinforced engineered cementitious composite(SRECC) beam composed of steel shapes, steel bars and ECC is proposed. The theoretical analyses of the SRECC beam including crack propagation and stress-strain distributions along the depth of the composite beam in different loading stages are conducted. A theoretical model and simplified design method are proposed to calculate the load carrying capacity. Based on the proposed theoretical model, the relationship between the moment and corresponding curvature is derived. The theoretical results are verified with the finite element analysis. Finally, an extensive parametric study is performed to study the effect of the matrix type, steel shape ratio, reinforced bar ratio, ECC compressive strength and ECC tensile ductility on the mechanical behavior of SRECC beams. The results show that substitution concrete with ECC can effectively improve the bearing capacity and ductility of composite beams. The steel shape and longitudinal reinforcement can enhance the loading carrying capacity, while the ductility decreases with the increase of steel shape ratio. ECC compressive strength has significant effects on both load carrying capacity and ductility, and changing the ultimate strain of ECC results in a very limited variation in the mechanical behavior of SRECC beams.

Mechanical Behavior of Rectangular Steel-Reinforced ECC/Concrete Composite Column under Eccentric Compression

In order to improve the seismic performance, deformation ability and ultimate load-carrying capacity of columns with rectangular cross section, engineered cementitious composite （ECC） is introduced to partially substitute concrete in the edge zone of reinforced concrete columns and form reinforced ECC/concrete composite columns. Firstly, based on the assumption of plane remaining plane and the simplified constitutive models, the calculation method of the load-carrying capacity of reinforced ECC/concrete columns is proposed. The stress and strain distribu- tions and crack propagation of the composite columns in different states of eccentric compressive loading are ana- lyzed. Then, nonlinear finite element analysis is conducted to study the mechanical performance of reinforced ECC/concrete composite columns with rectangular cross section. It is found that the simulation results are in good agreement with the theoretical results, indicating that the proposed method for calculating the load-carrying capacity of concrete/ECC composite columns is valid. Finally, based on the proposed method, the effects of ECC thickness, com- pressive strength of concrete and longitudinal reinforcement ratio on the mechanical performance of reinforced ECC/ concrete composite columns are analyzed. Calculation results indicate that increasing the thickness of ECC layer or longitudinal reinforcement ratio can effectively increase the ultimate load-carrying capacity of the composite column with both small and large eccentricity, but increasing the strength of concrete can only increase the ultimate Ioad- carrying capacity of the composite column with small eccentricity.