000011101 001__ 11101
000011101 005__ 20141205155836.0
000011101 04107 $$aeng
000011101 046__ $$k2008-10-12
000011101 100__ $$aNagayama, Masayuki
000011101 24500 $$aTensile Stress-Strain Relationship of High-Performance Fiber Reinforced Cement Composites

000011101 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011101 260__ $$b
000011101 506__ $$arestricted
000011101 520__ $$2eng$$aThis 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.

000011101 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011101 653__ $$aHPFRCC, Tensile stress-strain, FEM, Beam, Bending test

000011101 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011101 720__ $$aNagayama, Masayuki$$iMiyashita, Takashi
000011101 8560_ $$ffischerc@itam.cas.cz
000011101 8564_ $$s221227$$uhttps://invenio.itam.cas.cz/record/11101/files/05-01-0107.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0107.
000011101 962__ $$r9324
000011101 980__ $$aPAPER