Tension behavior of unidirectional glass/epoxy composites under different strain rates

By M. Shokrieh, M. Omidi. 2009

229 citations recorded by the source corpus.

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

Tensile behavior of glass fiber reinforced composite at different strain rates and temperatures (2015, background): “[15] studied the behavior of unidirectional glass fiber reinforced polymeric composites at quasi-static and intermediate strain rates of 0.”
Review of Concrete Structures Strengthened with FRP Against (2016, methodology): “Among fourteen studies summarized in Table 1, six studies did not report the failure strain [41,45,49–51]; four studies found an increase in the failure strain [32–35]; three other studies observed a decrease in the failure strain [38–40]; and only one study reported the failure strain unchanged [36”
Properties and applications of FRP in strengthening RC structures: A review (2018, background): “Fibers are the elements that carry the applied loads, and the matrix guarantees the consistency of the fibers, re-transition of applied loads to the fibers, and defense of fibers from exterior environment [62].”