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In this paper, a micromechanics-based multiscale model coupled with a thermoelastic progressive damage model is developed to simulate the elastic and damage behavior of a plain weave C/SiC composite system under thermal and mechanical loading conditions.
This paper presents the recent experimental results aimed at disclosing the loading frequency effect on the fatigue behavior of a plain concrete and two types of fiber-reinforced concrete, using polypropylene and steel fibers.
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This paper discusses the fatigue behavior of a new type plain-woven CF/epoxy composite (CFRP) using very thin and wide tows called as "spread tows".
This paper describes the results of an experimental study carried out to understand the behavior of short plain concrete prisms with a square cross-section confined by steel reinforced polymer (SRP) jackets subjected to a monotonic concentric compressive load.
Again Fig. 4c and d shows the tensile behavior of plain brick concrete, brick SFRC, plain stone concrete and stone SFRC.
Figure 4a and b shows the compressive behavior of plain brick concrete, brick SFRC, plain stone concrete and stone SFRC.
The results show that the loading frequency effect on the fatigue behavior of the plain concrete is pronounced.
Present paper reports the influence of stitch orientation on the tensile behavior of stitched plain weave with and without circular holes.
This paper focuses on understanding the deformation and progressive failure behavior of glass/epoxy plain weave fabric-reinforced laminates subjected to uniaxial tension at cryogenic temperatures.
A total of 127 plate specimens were fabricated and tested, of various mixture proportions, fiber types, and casting methods, in order to investigate the behavior of both plain concrete and high-performance fiber-reinforced cementitious composite (HPFRCC) specimens under multi-axial loading.
Open image in new window Fig. 1 Experimental test setup: a UTM and customized tension frame, b failed plain brick concrete dog-bone specimen Open image in new window Fig. 2 Tensile stress strain behavior of plain concrete and SFRC: a brick concrete, b stone concrete.
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