Tensile Stress-Strain Relationship of High-Performance Fiber Reinforced Cement Composites
Abstract eng: This research is conducted to investigate the tensile stress-strain relationship of High-Performance Fiber Reinforced Cement Composites (HPFRCC) using the finite element method (FEM). The bending tests of beam members with and without fiber were conducted to clarify the relationship of bending moment-displacement. The dimension of the beam specimens is 100 × 100 × 750mm (width x depth x length). The bending failure was occurred to the all beam specimens. FEM is used to verify the tensile stress-strain relationship of HPFRCC members in comparison with the experimental results of the beam specimens. The analytical results using of the proposed tensile stress-strain relationship is good agreement with the experimental results of HPFRCC beams.
Contributors:
Conference Title:
Conference Title:
14th World Conference on Earthquake Engineering
Conference Venue:
Bejing (CN)
Conference Dates:
2008-10-12 / 2008-10-17
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
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Record created 2014-12-05, last modified 2014-12-05
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