PERILAKU KEKUATAN SAMBUNGAN KOMPOSIT KAYU JATI DAN RESIN DENGAN BAMBU ORI AKIBAT GAYA AKSIAL
| Main Author: | ZUHAERI, MUHAMAD |
|---|---|
| Format: | Thesis NonPeerReviewed |
| Terbitan: |
, 2013
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| Subjects: | |
| Online Access: |
http://eprints.umm.ac.id/15219/ |
Daftar Isi:
- The use of bamboo as a construction material as well as reasonably low cost, strength in accepting tensile load and compressive load is quite high, but the use of bamboo as a construction material is not maximized. This is due to the coupling rods bamboo structure is usually done using conventional ropes, diarrhea and pegs, so the coupling is less robust. This gives the impression that the power connection is very low, so needed an alternative type of connection is stronger, and therefore needed a study for the connection structure of bamboo is more solid, the study of the behavior of composite connection strength jati wood and resin with ori bamboo due to aksial force Based on the problems described the formulation of the problem can be taken include: design connection, connection capacity in accepting the tensile load, the load capacity of the connection in receiving press and pattern of collapse / damage bamboo with jati wood connections and epoxy resin as an adhesive. From the tests obtained the maximum tensile strength of ori bamboo with jati wood connection with epoxy resin as the adhesive for 14 KN on jati wood without any notch, while the maximum tensile strength of ori bamboo with jati wood connection with epoxy resin as the adhesive obtained by 11 KN on jati wood with a given notch. Press test results of ori bamboo with a jati wood connection and epoxy resin as the adhesive obtained 60.5 KN. The pattern of collapse at the tensile connection due to the wood pull out of bamboo cavity due to a lack of strong bonding resin, while the pattern of collapse on press connection was destruction of wood at depressed area and bamboo was damaged / broken lengthwise.