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鋼纖維混凝土的抗壓疲勞特性研究*
鄧宗才
摘 要

      鄧宗才
    (山東建材學(xué)院 濟(jì)南 250022)

[提要]  研究了素混凝土和鋼纖維混凝土在軸壓疲勞荷載下的破壞機(jī)理。通過試驗(yàn)研究了鋼纖維品種、纖維摻量、加載應(yīng)力水平對疲勞壽命及能量吸收的影響規(guī)律;探討了疲勞累積損傷的特性。研究表明:在較低的應(yīng)力水平下,鋼纖維混凝土的疲勞壽命、能量吸收值均比高應(yīng)力水平時明顯增大。
[關(guān)鍵詞]  鋼纖維混凝土 疲勞 損傷

Results of an experimental investigation of the behavior of steel fiber reinforced concrete under cyclic compressive loadin are presented. The parameters ofriber type, fiber volume and the tress-strength ratio are all studied. The main emphasis is placed on the fatigue life, energy absorption and damae accumulat:ion. Fibers up t0 2 percent have considerable beneficial effect on the fatigue behavior of concrete.Fibers dissipate much more additional energy at lower stress levels than at higher stress levels.
Keywords: steel fiber reinforced concrete;fatigue; damage

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