火灾作用下刚连接钢框架的冗余和应力重分布

Hiroyuki Suzuki
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摘要

今天我做一个关于火灾下刚性连接钢框架的冗余和应力重分布的演讲。压力再分配是这次演讲的主题。冗余也有同样的含义。我将采用刚连接钢结构,因为在日本,大多数结构都采用刚连接设计,以增加抗震设计的刚度和强度。刚性连接框架当然是指具有矩连接的框架。在这样的框架中,当它们过载时,通常会发生局部塑化和随后的声应力重新分布而不会损失强度。当他们受到射击时,情况也类似。我想介绍一下我最近的研究,我的谈话将非常简短和简单。更精细、更具体的细节和讨论,我将留给我的同事铃木俊一博士。现在我讨论在加热框架中经常观察到的应力重新分布的三个典型例子。关于第一个和第二个例子你们可能很熟悉第一个例子是应力重新分布发生在塑化梁中第二个例子是应力重新分布发生在塑化柱中。第三个例子对你来说可能是个新话题。这涉及到柱屈曲后在整个受热框架内发生的整体应力重新分布。这种现象可能类似于板块的局部屈曲,正如Knobloch博士指出的那样,如果在屈曲开始后声应力重新分配起作用,那么板块的局部后屈曲行为将保持稳定。在这里,你可以看到在塑化梁中产生的应力重新分布,如图2.3.3所示。这是一个t形框架——对称框架的左半部分我们假设下柱和梁的受热相同。构件温度升高时,由于假定梁荷载较大,梁首先发生塑化。消防科学技术Vol.26 No.2(2007) 87-92
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Redundancy and Stress Redistribution of Rigidly Connected Steel Frames subject to Fire
Today I make a presentation on the redundancy and stress redistribution of rigidly connected steel frames subject to fire. Stress redistribution is a main theme of this presentation. Redundancy has the same meaning. I will take rigidly connected steel structures, since a majority of structures are designed to be rigidly connected in Japan to increase both rigidity and strength for seismic design. A rigidly connected frame indicates, of course, a frame with moment connections. In such frames, when they are overloaded, local plastification and subsequent sound stress redistribution often occurs without loss of strength. The situation is similar when they are subjected to fire. I would like to present my recent research, and my talk will be quite brief and simple. The more refined, more specific details and discussions, I’ll leave to my colleague Dr. Jun-ichi Suzuki. Now I discuss three typical examples of stress redistribution that can be often observed in heated frames. About the first and second examples you probably know well: the first example is stress redistribution that occurs in plastified beams and the second example is stress redistribution that occurs in plastified columns. The third example is probably a new topic to you. This involves the overall stress redistribution that occurs in a whole heated frame subsequent to column buckling. The phenomenon may be similar to local buckling of a plate in that, as Dr. Knobloch pointed out, post-local buckling behavior of a plate remains stable if sound stress redistribution works after the onset of buckling. Here you can see stress redistribution created in plastified beams as shown in Figure 2.3.3. This is a T-shaped frame—the left half of a symmetrical frame and we assume the lower column and the beam are equally heated. When the member temperature is elevated, the beam is plastified first since beam load is assumed to be large. The Fire Science and Technology Vol.26 No.2(2007) 87-92 87
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