Material Properties of Large-Size Tire Derived Aggregate for Civil Engineering Applications

2015 ◽  
Vol 27 (9) ◽  
pp. 04014258 ◽  
Author(s):  
Il-Sang Ahn ◽  
Lijuan Cheng ◽  
Patrick J. Fox ◽  
Joaquin Wright ◽  
Stacey Patenaude ◽  
...  
2010 ◽  
Vol 133-134 ◽  
pp. 917-922 ◽  
Author(s):  
José Sena-Cruz ◽  
Joaquim Barros ◽  
Mário Coelho

Recently, laminates of multi-directional carbon fiber reinforced polymers (MDL-CFRP) have been developed for Civil Engineering applications. A MDL-CFRP laminate has fibers in distinct directions that can be arranged in order to optimize stiffness and/or strength requisites. These laminates can be conceived in order to be fixed to structural elements with anchors, resulting high effective strengthening systems. To evaluate the strengthening potentialities of this type of laminates, pullout tests were carried out. The influence of the number of anchors, their geometric location and the applied pre-stress are analyzed. The present work describes the carried-out tests and presents and analyzes the most significant obtained results.


Author(s):  
Alden Yellowhorse ◽  
Larry L. Howell

Ensuring that deployable mechanisms are sufficiently rigid is a major challenge due to their large size relative to their mass. This paper examines three basic types of stiffener that can be applied to light, origami-inspired structures to manage their stiffness. These stiffeners are modeled analytically to enable prediction and optimization of their behavior. The results obtained from this analysis are compared to results from a finite-element analysis and experimental data. After verifying these models, the advantages and disadvantages of each stiffener type are considered. This comparison will facilitate stiffener selection for future engineering applications.


2016 ◽  
Vol 3 (2) ◽  
pp. 357-379 ◽  
Author(s):  
Sohel Rana ◽  
◽  
Subramani P ◽  
Raul Fangueiro ◽  
Antonio Gomes Correia

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