2010
DOI: 10.1016/j.compscitech.2010.01.020
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Prediction of first matrix cracking in micro/nanohybrid brittle matrix composites

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Cited by 13 publications
(7 citation statements)
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“…Rebiere et al [9] presented an energetic criterion to model initiation and propagation of matrix cracking and delamination in composite cross ply laminates. Moreover, Pavia et al [10] used an energy analysis to predict the matrix cracking stress as a function of relevant material parameters. Van der Meer et al [11] presented a finite element model using the phantom node method for matrix cracking and interface elements for delamination.…”
Section: Introductionmentioning
confidence: 99%
“…Rebiere et al [9] presented an energetic criterion to model initiation and propagation of matrix cracking and delamination in composite cross ply laminates. Moreover, Pavia et al [10] used an energy analysis to predict the matrix cracking stress as a function of relevant material parameters. Van der Meer et al [11] presented a finite element model using the phantom node method for matrix cracking and interface elements for delamination.…”
Section: Introductionmentioning
confidence: 99%
“…The theoretical analysis of PLS can be divided into two cases, i.e., the energy balance approach, including the ACK model [18], BHE model [19], SH model [20], and Chiang model [21][22][23], and the stress intensity factor approach, including MCE model [24], MC model [25], and Chiang model [26]. Pavia et al [27] predicted the PLS in micro/nanohybrid brittle matrix composites based on the ACK shear-lag model. It was found that the presence of a small function of strong stiff nanotubes provides significant enhancements in the PLS.…”
Section: Introductionmentioning
confidence: 99%
“…They have been used widely in electronics, biotechnology, chemistry, and composites [4,5]. The reinforcing effect of carbon nanotubes in concrete is expected to be very large [6][7][8]. Carbon nanotubes can be differentiated from traditional concrete reinforcing fibers that are used as stiffeners in high-strength/high-performance concretes [4,[8][9][10].…”
Section: Introductionmentioning
confidence: 99%