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CRM系列核心材料对高掺量混合材复合水泥性能的影响研究
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作者 欧阳斌 龙思学 《水泥》 CAS 2000年第8期7-10,共4页
关键词 CRM系列核心材料 掺量 混合材料复合水泥 性能
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Experimental Study of Concrete Column Shape Modification Using Fiber Reinforced Polymer Composite Shells and Expansive Cement Concrete
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作者 Zihan Yan Chris P. Pantelides 《Journal of Civil Engineering and Architecture》 2010年第2期1-7,共7页
Fiber Reinforced Polymer (FRP) composites are an effective material for strengthening circular concrete columns. The effectiveness of FRP confinement for square and rectangular columns is greatly reduced due to stre... Fiber Reinforced Polymer (FRP) composites are an effective material for strengthening circular concrete columns. The effectiveness of FRP confinement for square and rectangular columns is greatly reduced due to stress concentrations at the sharp comers and loss of the membrane effect at the fiat sides of the cross-section. Shape modification can eliminate the effects of column comers and flat sides, and thereby restore the membrane effect and improve the compressive behavior of FRP-confined square and rectangular concrete columns. Shape modification using chemical post-tensioning, achieved by using expansive cement concrete, is described and several mix designs for obtaining the optimal level of expansion are presented. In addition, parametric studies regarding the optimal geometry of the shape-modified cross-section are presented utilizing the analytical model. 展开更多
关键词 Chemical post-tensioning concrete columns CONFINEMENT expansive cement concrete fiber reinforced polymers post tensioning stress strain relations.
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