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ANSYS-Based Study in the New Composite Beam for Effective Flange Width

机译:新型复合梁的基于ANSYS的研究有效法兰宽度

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Effective flange width's value of U-section steel-encased concrete composite beam was studied by ANSYS. Based on the static equivalent principle, the general rules of effective flange width changed with load are summarized by finite element analysis and considering the effect of 4 factors: width-span ratio, loading form, concrete thickness, and material strength including concrete strength and steel strength. The analysis results show that wide-span ratio and load form has a greater impact on the effective flange width; concrete thickness and material strength's effects can be negligible.
机译:通过ANSYS研究了U形型钢包装混凝土复合梁的有效法兰宽度。基于静态等效原理,通过有限元分析总结了载荷的有效法兰宽度的一般规则,并考虑到4因素的效果:宽度跨度,加载形式,混凝土厚度和包括混凝土强度和钢的材料强度力量。分析结果表明,宽跨度比和载荷对有效法兰宽度的影响更大;混凝土厚度和材料强度的效果可以忽略不计。

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