- 摘 要
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劉海卿1,2，艾 婧1，仉 政3
(1 遼寧工程技術大學，阜新123000; 2 大連理工大學，大連116024;3阜新發(fā)電廠，阜新123001)[摘要] 利用大型有限元計算軟件ANSYS對阜新發(fā)電廠輸煤棧橋進行了碳纖維加固梁受靜荷載作用的有限元分析，給出了梁加固的具體方案，結果表明使用碳纖維加固方法可以明顯提高梁的承載能力和有效控制梁的撓度變形。同時通過分析動荷載作用下碳纖維加固梁的各種材料應力應變狀態(tài)得知，碳纖維加固可以使結構構件有一定的安全儲備，以適應各種環(huán)境影響因素帶來的額外荷載，從而較大程度的提高結構構件的安全使用可靠度。
[關鍵詞] 碳纖維；加固；梁；混凝土Reinforced with CFRP and numerical simulation of coal trestle structure
Liu Haiqing1,2, Ai Jing1, Zhang zheng3
(1 Liaoning Technical University, Fuxin 123000, China ;2 Dalian University of Technology, Dalian 116024, China; 3 FuXin Power Plant, Fuxin 123001, China)Abstract: The finite element analysis on beams pressed with dead loading of trestle for coal transporting of Fuxin Power Plant was completed by using ANSYS software. The result shows that the carrying power ofbeam reinforced with CFRP is increased and deflection is controlled effectively. At the same time, analysis on respond history of the factory building excited by dynamic shows that the mass of structure increase so little that can be ignored by means of pasting CFRP for reinforcing structure, and resistance to lateral bending stiffness is increased dramatically, so that the structure can resist any loading.
Keywords: CFRP; reinforcement; beam; concrete
