000012300 001__ 12300
000012300 005__ 20141205160040.0
000012300 04107 $$aeng
000012300 046__ $$k2008-10-12
000012300 100__ $$aZhang, Pengcheng
000012300 24500 $$aFriction-Based Sliding Between Steel and Steel, Steel and Concrete, and Wood and Stone

000012300 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000012300 260__ $$b
000012300 506__ $$arestricted
000012300 520__ $$2eng$$aThis paper presents a series of shaking table studies on the friction coefficients between steel and mortar, steel and steel, and wood and stone. The sliding behavior suggests that the characteristics of the materials, such as the hardness and roughness, affect the friction coefficients during sliding motion. For the steel to steel tests, the local material damage changes the contact condition. Plowing of the two surfaces along with heat generated during sliding provided a wide range of friction coefficients. For the steel to mortar tests, the mortar is damaged locally as a result of scraping during the initial sliding, but soon the behavior becomes stable. The friction coefficient is about 0.5 initially and raised to a stable value of about 0.8. Tests of wood columns sitting on a stone base plate exhibit stable friction coefficient of about 0.5, with almost no damage on the base plane.

000012300 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012300 653__ $$aFriction coefficient, steel and concrete, steel and steel, wood and stone 

000012300 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000012300 720__ $$aZhang, Pengcheng$$iNagae, Takuya$$iMcCormick, Jason P.$$iIkenaga, Masahiro$$iKatsuo, Mika$$iNasavoshi, Masayoshi
000012300 8560_ $$ffischerc@itam.cas.cz
000012300 8564_ $$s1013198$$uhttps://invenio.itam.cas.cz/record/12300/files/12-01-0050.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 12-01-0050.
000012300 962__ $$r9324
000012300 980__ $$aPAPER