Investigation of novel multi-layer sandwich panels under quasi-static indentation loading using experimental and numerical analyses

2021 ◽  
Vol 160 ◽  
pp. 107326
Author(s):  
Seyed Ahmad Taghizadeh ◽  
Mohsen Naghdinasab ◽  
Hamidreza Madadi ◽  
Amin Farrokhabadi
Author(s):  
MUDASSIR SYED ◽  
HUSSAIN MANZOOR .M ◽  
SHANKAR RAVI.D.V. ◽  
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...  

2018 ◽  
Vol 5 (13) ◽  
pp. 26634-26641 ◽  
Author(s):  
Oana Mocian ◽  
Dan Mihai Constantinescu ◽  
Marin Sandu ◽  
Ștefan Sorohan

2010 ◽  
Vol 92 (9) ◽  
pp. 2039-2046 ◽  
Author(s):  
Dong Ruan ◽  
Guoxing Lu ◽  
Yat Choy Wong

2014 ◽  
Vol 16 (4) ◽  
pp. 341-376 ◽  
Author(s):  
Claire De Marco Muscat-Fenech ◽  
Jeremy Cortis ◽  
Charles Cassar

2021 ◽  
pp. 109963622199387
Author(s):  
Subramani Anbazhagan ◽  
Periyasamy Manikandan ◽  
Gin B Chai ◽  
Sunil C Joshi

The load response, energy absorption, different damage mechanisms and failure modes of sandwich panels subjected to complete perforation by quasi-static indentation and the insights gleaned are presented in this paper. The experimental campaign was carried out on samples made of different type of facesheets: Aluminium, glass fibre-reinforced plastic and metal-composite hybrid (combined aluminium and GFRP) with two different core heights. Reliable numerical models were developed with appropriate constitutive material and damage model for facesheets and honeycomb core to complement the experimental observations. Good agreement between experimental results and numerical predictions in terms of force-displacement response and perforation damage ensure the fidelity of the developed numerical model. Effects of facesheet type, core height, energy absorbed by the constituent layers, damage evolution history are briefly discussed. It was observed that the energy absorption of sandwich panels and peak indentation force resisted by the top and bottom facesheet are strongly dependent on its metal-volume fraction, whilst unaffected with the height of the core. Recommendations for developing computationally efficient numerical models were provided.


2013 ◽  
Vol 467 ◽  
pp. 398-403 ◽  
Author(s):  
Olga Tusnina

Nowadays buildings based on lightweight steel skeletons are widespread in civil and industrial engineering. The trapezoidal sheet or roof sandwich panels fastened to thin-walled cold-formed purlins can be used as the building envelopes. In this paper the questions of numerical analysis of thin-walled Z-purlins in the coverings made of sandwich panels are studied. Numerical analyses are performed in the program MSC.NASTRAN. A full scale model of the roof with purlins and sandwich panels is considered. Numerical analyses are based on the laboratory experiments. Results of described analyses are compared with the results of tests. These researches are done to investigate a behavior of the roof system consisted of Z-purlins and sandwich panels and to develop a correct finite element model for the design of cold-formed purlins supported by sandwich panels.


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