000012254 001__ 12254
000012254 005__ 20141205160035.0
000012254 04107 $$aeng
000012254 046__ $$k2008-10-12
000012254 100__ $$aYun, Hyun Do
000012254 24500 $$aTension Stiffening and Damage Tolerance of Strain-Hardening Cement Composite(SHCC) Tension Ties under Monotonic and Repeated Cyclic Loadings

000012254 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000012254 260__ $$b
000012254 506__ $$arestricted
000012254 520__ $$2eng$$aThis paper describes the influence of cement-based composites’ ductility and damage-tolerant capacity on the tension stiffening performance and cracking process of reinforced cement-based composite tension ties. The effect of loading scheme (monotonic and repeated loading) was also investigated. Testing was carried out on six axially loaded tension tie specimens. Each specimen had a square cross-section dimension of 110 x 110mm and length of 500mm. Improved tension stiffening performance in strain-hardening cement-based composites (SHCCs), characterized by the tensile strain-hardening response with multiple cracking, contributes to reduced crack widths, i.e., multiple cracking. Limited amounts of repeated loading with SHCC specimens did not appear to affect the member response nor lead to an increase in crack widths.

000012254 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012254 653__ $$aStrain-hardening cement composite (SHCC), bond stress, ductility, tension stiffening, crack

000012254 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000012254 720__ $$aYun, Hyun Do$$iKim, Sun Woo$$iJeon, Esther$$iPark, Wan Shin$$iFukuyama, H.
000012254 8560_ $$ffischerc@itam.cas.cz
000012254 8564_ $$s672810$$uhttps://invenio.itam.cas.cz/record/12254/files/12-03-0002.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 12-03-0002.
000012254 962__ $$r9324
000012254 980__ $$aPAPER