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- W2391763703 abstract "Mechanical behaviours of bamboo at uniaxial(x) and biaxial(x,y) directions were investigated by diametric compression tests,and the long-size effects of bamboo under biaxial compression loadings were estimated by using the slope method.Meanwhile,the information of strain-filed and the effects of ration length/radius on strain were characterized by the digital speckle correlation method.The strength with biaxial texts was 2.4~2.5 times as hard as that of the uniaxial while compression time was 30%~45% less than that of the uniaxial.The strength of bamboo joint under biaxial compression loadings was 2.38 times as hard as its near parts at intermodal region,so,it acts as reinforcement for the bamboo and not a defect in its structure.The size effects of length under biaxial compression loading were 0.056(x-direction) and 0.069(y-direction)with the help of 2P-Weibull distribution functions.Failure occurs at an about 45°position with x/y axial firstly when conducting biaxial compression.The x-strain distribution was uniform.The range of variation was-0.138~0.096,and the mean value was-0.006.However,variation of y-strain field presented a more fluctuation compared with x-strain filed,as the range of variation was-0.138~0.096,the mean was-0.006.The location at 45° near the inner circle of bamboo ring suffered compression stress,conversely,the position close to the outside of the ring was given stretched effect.As the increase of length-diameter ratio,25th~75th percentiles of strain value and absolute value of mean,as a whole,presented a decreasing trend under biaxial loads 0~300 N." @default.
- W2391763703 created "2016-06-24" @default.
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- W2391763703 date "2012-01-01" @default.
- W2391763703 modified "2023-09-23" @default.
- W2391763703 title "Mechanical properties of bamboo with diametric uniaxial and biaxial compression tests" @default.
- W2391763703 hasPublicationYear "2012" @default.
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