纤维增强混凝土对预应力梁端区性能的影响

ISSN:2705-0998(P)

EISSN:2705-0513(O)

语言:中文

作者
沙菲克·安努尔,扎希德·阿卜杜拉
文章摘要
本文介绍了由纤维增强混凝土(FRC)制成的后张(PT)梁端部区域的性能结果。本文使用FRC的主要目的是提高后张梁端区的延展性和后开裂行为。当PT梁承受动态载荷时,需要更强韧的端区。后张(PT)梁通常用于建造桥梁和工业建筑,这些建筑通常会承受振动和循环载荷。PT梁末端区域(EZ)的过早开裂被认为是可能导致结构倒塌的问题类型。在该研究计划中,聚乙烯醇(PVA)和镀铜钢(CCS)纤维被用于混凝土中,以提高PT梁的EZ性能。FRC的使用使PT梁端区内的抗剪钢筋减少了50%,这也避免了端区钢筋的拥堵。因此,混凝土浇筑均匀,梁的表面光滑。FRC在全预应力传递过程中控制了端区的爆裂,本文观察到端区的应变能增加了大约25%,这也被发现在沿梁的长度方向有效减少应变。
文章关键词
端区;纤维增强混凝土;聚乙烯醇纤维;后张
参考文献
[1] Hou, D.W.; Zhao, J.L.; Shen, J.S.L.; Chen, J. Investigation and improvement of a strut-and-tie model for design of end anchorage zone in post-tensioned concrete structure. Constr. Build. Mater. 2017, 136, 482–494. [2] Campione, G.; Minafo, G. Experimental Investigation on Compressive Behavior of Bottle-Shaped Struts. ACI Struct. J. 2011, 108, 294–303. [3] Spadea, S.; Rossini, M.; Nanni, A. Design Analysis and Experimental Behavior of Precast Double-Tee Girders with CFRP Strands. PCI J. 2018, 63, 72–84. [4] Guyon, Y. The Lim It State Design of Prestressed Concrete, V. II: The Design of the Member; Turner, F.H., Translator; John Wiley & Sons: New York, NY, USA, 1974. [5] Gajda, J.; Dowell, A.M. Concrete Consolidation and the Potential for Voids in ICF Walls; Portland Cement Association: Skokie, IL, USA, 2003. [6] Tawfiq, K.; Robinson, B. Post-Tensioned Bridge Girder Anchorage Zone Enhancement with Fiber Reinforced Concrete (FRC); 01108734; National Academy of Sciences: Washington, DC, USA, 2008. [7] Cho, J.; Lundy, J.; Chao, S. Shear strength of steel fiber reinforced prestressed concrete beams. In Proceedings of the Structures Congress 2009, Austin, TX, USA, 30 April–2 May 2009; pp. 1058–1066. [8] Yazdani, N.; Spainhour, L.; Haroon, S. Application of Fiber Reinforced Concrete in the End Zones of Precast Prestressed Bridge Girders; PO No. 1902-145-11; National Academy of Sciences: Washington, DC, USA, 2002. [9] Granju, J.L.; Ullah Balouch, S. Corrosion of steel fiber reinforced concrete from the cracks. Cem. Concr. Res. 2005, 35, 572–577. [10] Chanh, N.V. Steel Fiber Reinforced Concrete; Faculty of Civil Eng Ho Chi Min City University of Technology: Ho Chi Minh City, Vietnam, 2004; pp. 108–116.
Full Text:
DOI