The “Civil Engineering Cup” hold a File-Folder Bridge game every year, and we organized a team to take part in it. Our main design is shown in, Fig. (a), a simple and conventional style:
We use a folder stick to be the column of bridge, which is only subjected to axial compressive force, and two triangle chunks to be the pin support. A folder tape to dangle the load, which can be treated as cable since it is soft enough.
There are many problems you must tackle when design a bridge. For example, stress concentration occurs at section where the cross-sectional area suddenly change, which may increase the stress so that the maximum load decreased. Another problem is the shear force, because the folders do not have enough strength to resist shear force, so we must avoid the shear force occurring at folder tape as much as possible. In our design, the shear force occurs at the pin support, Fig (b), so that the folder tape cracks, Fig (c).(b)
(c)
There is still a problem called Buckling, when the column is subjected to too much compressive so that the column have lateral deflection, which may decrease the maximum load of column as shown in Fig (d).
(d)
(e)
We produced and tested three bridges in total at NCU Experiment Center of Civil Engineering. Fig (e) is File-Folder bridge experiment instrument at experiment center. First, the bridge can not hold
In my opinion, if we have an another chance to challenge File-Folder Bridge, then there is one thing we can improve: We can try to code a program to analyze the bridge so that we can know the theoretical stress in the member which may help us to design better bridge. Finally, I must appreciate my team members, because the
全國大土盃的時候我參與紙橋的比賽
我把這些回憶弄成東工大報名的講稿
弄得不是很好
周老師幫我改了很多
感謝
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