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  • About
  • The Global ETD Search service is a free service for researchers to find electronic theses and dissertations. This service is provided by the Networked Digital Library of Theses and Dissertations.
    Our metadata is collected from universities around the world. If you manage a university/consortium/country archive and want to be added, details can be found on the NDLTD website.
1

Shear strength of timber beams with end splits

Das, Shanta 27 July 2012 (has links)
Timber beams with end splits were investigated in this study to determine their shear strength. Two conditions were considered: a) Group 1 had supports located near the ends with the portion of the beam extending beyond the support, and b) Group 2 had supports located right at the end of the beam subjected to a horizontal split at approximately mid height. In Group 1, seventeen beams were tested under static loading and four were tested in fatigue. In Group 2, nineteen beams were tested under static loading and four under fatigue. In Group 1, eight beams under static loading failed in shear. In Group 2, all beams under static loading failed in shear. Group 1 and Group 2 beams under static load produced average shear strength values of 4.93 MPa and 4.49 MPa, respectively. During fatigue tests, Group 1 sustained more cycles than beams in Group 2.
2

Shear strength of timber beams with end splits

Das, Shanta 27 July 2012 (has links)
Timber beams with end splits were investigated in this study to determine their shear strength. Two conditions were considered: a) Group 1 had supports located near the ends with the portion of the beam extending beyond the support, and b) Group 2 had supports located right at the end of the beam subjected to a horizontal split at approximately mid height. In Group 1, seventeen beams were tested under static loading and four were tested in fatigue. In Group 2, nineteen beams were tested under static loading and four under fatigue. In Group 1, eight beams under static loading failed in shear. In Group 2, all beams under static loading failed in shear. Group 1 and Group 2 beams under static load produced average shear strength values of 4.93 MPa and 4.49 MPa, respectively. During fatigue tests, Group 1 sustained more cycles than beams in Group 2.
3

Desempenho silvicultural e seleção de clones de Eucalyptus spp. para a qualidade da madeira / Silvicultural performance and selection of Eucalyptus spp. clones for wood quality

Beltrame, Rafael 14 December 2012 (has links)
Conselho Nacional de Desenvolvimento Científico e Tecnológico / The study aimed to evaluate the silvicultural performance of Eucalyptus spp. clones and select superior clones with higher quality of the wood. The material used for the study was from a clonal test of interspecific hybrids of Eucalyptus spp., in the municipality of Tapes - state of Rio Grande do Sul, belonging to company CMPC Celulose Riograndense. The forest stand was established in August 2003, with initial spacing of 3.0 x 3.0 m, containing 138 clones. The clones were grouped by the diameter at breast height (DBH) and overall height (h), and 29 of them were selected for the study. For the sampling of trees DBH, h, bark thickness (EC), dynamic modulus of elasticity (Ed) using ultrasound and longitudinal residual strain (DRL) resulting from growth stresses. The DRL was measured in living trees with the extensometer method CIRAD-Fôret. Afterwards, 58 trees were felled and broken into logs to evaluate end splitting planks were taken to prepare speciments for wood physical and mechanical properties according to D 143-94 - ASTM (2000) standards. The end logs splitting (IRT) was evaluated in the field, covering the logs end during five days for subsequent measurement. The phenotypic variance components and indirect gain selection estimate for the clones in this study were determined by DRL, wood volume (Vsc), basic density (ρpond) and IRT. The clones showed enough genetic variability to be separated into groups according to DHB at three and seven years, and for h at seven years of age. The early selection at three years after planting can be used to identify Eucalyptus spp. clones with best growth. The DRL showed variability among clones, but no correlation with the dendrometric variables. The mean value for IRT was 0.46%. The DRL was highly correlated with TCL and IRT, however the ρpond and mechanical properties showed no correlations with the DRL. The clones belonging to group 1, which present the lowest levels for TCL and consequently lower IRT, can be considered potential for forest breeding programs. Clone selection performed by the variable DRL, Vsc, ρpond and IRT, provided satisfactory genetic gains, by improving the growth characteristics or improving quality of the wood. / DESEMPENHO SILVICULTURAL E SELEÇÃO DE CLONES DE Eucalyptus spp. PARA A QUALIDADE DA MADEIRA Autor: Rafael Beltrame Orientador: Dr. Clovis Roberto Haselein Data e Local da Defesa: Santa Maria, 14 de dezembro de 2012. O estudo teve como objetivos avaliar o desempenho silvicultural de clones de Eucalyptus spp. e selecionar clones superiores visando à qualidade da madeira. O material utilizado foi procedente de um teste clonal de híbridos interespecíficos de Eucalyptus spp., conduzido no município de Tapes-RS, pertencente à empresa CMPC Celulose Riograndense. O povoamento foi implantado em agosto de 2003, com espaçamento inicial de 3,0 x 3,0 m, contendo 138 clones. Os clones foram avaliados e agrupados quanto ao diâmetro à altura do peito (DAP) e altura total (h), selecionandose 29 deles para o estudo. Nas árvores, foram medidos o DAP, a h, a espessura de casca (EC), o módulo de elasticidade dinâmico (Ed) com auxílio do ultrassom e a deformação residual longitudinal (DRL) decorrente das tensões de crescimento. A DRL foi medida em árvores vivas, utilizando o extensômetro, pelo método CIRADFôret. Em seguida, 58 árvores foram abatidas e desdobradas em toras para avaliação das rachaduras de topo e confecção de amostras para a realização dos testes físicos e mecânicos, conforme a norma D 143-94 - ASTM (2000). O índice de rachaduras de topo das toras (IRT) foi avaliado a campo, ensacando as extremidades dessas por um período de cinco dias para posterior medição. A estimativa dos componentes da variância fenotípica e o ganho indireto de seleção para os clones do estudo foram determinadas por meio da DRL, volume sem casca (Vsc), massa específica básica ponderada (ρpond) e IRT. Os clones apresentaram variabilidade genética suficiente para serem separados em grupos quanto ao DAP, aos três e aos sete anos, e quanto à h das árvores, aos sete anos de idade. A seleção precoce aos três anos após o plantio pode ser empregada para identificar clones de Eucalyptus spp. com melhor vigor de crescimento. A DRL apresentou variabilidade entre os clones, porém não apresentou correlações com as variáveis dendrométricas. O valor médio do IRT foi de 0,46%. A DRL apresentou alta correlação com a TCL e o IRT, entretanto, a ρpond e as propriedades mecânicas não apresentaram correlações com a DRL. Os clones pertencentes ao grupo 1, por apresentarem os menores níveis para a TCL e, consequentemente, menores IRTs, podem ser considerados potenciais para programas de melhoramento genético florestal. A seleção de clones realizada por meio das variáveis DRL, Vsc, ρpond e IRT proporcionaram ganhos genéticos satisfatórios, tanto para o melhoramento das características de crescimento quanto para a qualidade da madeira.

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