dc.contributor.author | Valdera, Cesar | |
dc.contributor.author | Alva Sarmiento, Anita Elizabet | |
dc.date.accessioned | 2021-08-17T03:07:59Z | |
dc.date.accessioned | 2022-02-22T12:14:59Z | |
dc.date.available | 2021-08-17T03:07:59Z | |
dc.date.available | 2022-02-22T12:14:59Z | |
dc.date.issued | 2021-07 | |
dc.identifier.isbn | 978-958-52071-8-9 | |
dc.identifier.issn | 2414-6390 | |
dc.identifier.other | http://laccei.org/LACCEI2021-VirtualEdition/meta/FP123.html | |
dc.identifier.uri | http://dx.doi.org/10.18687/LACCEI2021.1.1.123 | |
dc.identifier.uri | http://axces.info/handle/10.18687/20210101_123 | |
dc.description.abstract | The objective of this work was to compare the physical-mechanical properties of Eucalipto (Celendín – Cajamarca), Tornillo and Copaiba (Rodríguez de Mendoza – Amazonas), for this, 120 specimens were tested for each type of Wood, being a total of 360 specimens, which were tested in the concrete laboratory of the Universidad Privada del Norte, Cajamarca headquarters. The tests that were carried out were Moisture Content (E=14.97%, T=11.16%, C=18.92%), Basic Density (E=0.851 gr/cm3, T=0.663 gr/cm3, C=0.888 gr/cm3), Modulus of Elasticity of Compression Parallel to Grain (E=1928.78 kg/cm2, T=2730.09 kg/cm2, C=2699.70 kg/cm2), Stresses at the Limit of Proportionality of Compression Perpendicular to the Grain (E=70.06 kg/cm2, T=60.16 kg/cm2, C=52.42 kg/cm2), Modulus of Elasticity of Static Flexion (E=329473.63 kg/cm2, T=261823.27 kg/cm2, C=120437.22 kg/cm2). Being the Tornillo and Eucalipto, the most recommended woods for use as on-site formwork. | en_US |
dc.language.iso | English | en_US |
dc.publisher | LACCEI Inc. | en_US |
dc.rights | LACCEI License | |
dc.rights.uri | https://laccei.org/blog/copyright-laccei-papers/ | |
dc.subject | Wood | en_US |
dc.subject | physical property | en_US |
dc.subject | mechanical property | en_US |
dc.subject | modulus of elasticity | en_US |
dc.subject | formwork | en_US |
dc.title | Comparison of The Physical-Mechanical Properties of Eucalipto, Tornillo and Copaiba Woods for Formwork on Site, 2019 | |
dc.type | Article | en_US |
dc.description.country | Peru | en |
dc.description.institution | Universidad Privada del Norte (Sede Cajamarca) | en |
dc.description.track | Engineering Infrastructure, Construction Engineering, Logistics and Transportation, and Qual. Assur. | en |
dc.journal.referato | peerReview | |