Abstract
An important failure mode in sandwich structures is the debonding between the core and facesheet, which can destroy the load capacity of the structure. This work addressed the critical interfacial modes and studied the effects of thickness variation of the core material. The single cantilever beam geometry is utilized for conducting experiments after optimizing the thicknesses of the core and facesheet by minimizing the difference in the bending stiffness matrix between the upper facesheet and the lower facesheet/core combination. Two different core material thicknesses were tested. The experimental results showed that the critical energy release rate could be influenced by core thickness variations. Furthermore, the cohesive zone method and elastic–plastic core material model in conjunction with fracture criteria were used to model the entire structure failure response. The validation results predicted load–extension curves in agreement with actual tests for both single cantilever beam geometry specimens. The model also had the ability to predict the crack initiation in the core materials which occurred under the interface zone as in the actual test. In addition, the mixed-mode ratios through the interface area were analyzed as function of crack length to assess its influence on both single cantilever beam thickness specimens.
Highlights
The use of sandwich structure provides the advantages of high bending stiffness and load capacity at very low weight
The experimental procedure is carried out for finding the open-mode fracture toughness in room temperature using a configuration of single cantilever beam (SCB) specimen
Experimental and numerical studies on sandwich SCB specimens are presented in this work
Summary
The use of sandwich structure (two face layers bonded to lightweight core material) provides the advantages of high bending stiffness and load capacity at very low weight. Some unique failure modes are created with this structural configuration. A weak region could be the interface zone in which the interlayer crack initiates and propagates, causing debonding between the bi-materials.[1]. The debonding failure phenomena in composite sandwich structure have been extensively investigated in experimental and numerical methods.[2,3,4,5,6,7,8,9,10] Most characterizations were conducted to extract the opening mode of critical energy release rate (ERR) from the double cantilever beam (DCB) specimen, as well as cracked sandwich beam (CSB) and single cantilever beam (SCB) test configurations.
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