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锈蚀SRC梁界面滑移量计算 被引量:5
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作者 卢元鹏 《西安科技大学学报》 CAS 北大核心 2011年第4期420-424,432,共6页
以弹性理论为基础,建立了锈蚀SRC梁的界面滑移量计算方程式,并进行了求解。讨论了不同荷载作用下,锈蚀SRC梁型钢上下翼缘与混凝土交界面滑移量沿梁长方向的分布特点。对工业厂房型钢混凝土梁耐久性检测结果表明,锈蚀SRC梁的界面滑移量... 以弹性理论为基础,建立了锈蚀SRC梁的界面滑移量计算方程式,并进行了求解。讨论了不同荷载作用下,锈蚀SRC梁型钢上下翼缘与混凝土交界面滑移量沿梁长方向的分布特点。对工业厂房型钢混凝土梁耐久性检测结果表明,锈蚀SRC梁的界面滑移量方程式计算结果与工程实际检测结果基本相符,验证了理论研究的正确性,为锈蚀型钢混凝土梁界面粘结滑移本构关系研究奠定了基础。 展开更多
关键词 型钢混凝土 锈蚀SRC梁 界面滑移量 本构关系
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单箱双室波形钢腹板-钢底板组合梁滑移效应研究 被引量:6
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作者 刘世忠 毛亚娜 +2 位作者 马驰 徐浩 贡保甲 《桥梁建设》 EI CSCD 北大核心 2023年第4期47-54,共8页
为了解剪切变形、剪力滞效应及滑移效应对单箱双室波形钢腹板-钢底板组合梁力学性能的影响,基于能量变分原理,推导该类组合梁的总挠度、界面滑移量及正应力解析解。以某等截面简支单箱双室波形钢腹板-正交异性钢底板组合梁为背景,通过... 为了解剪切变形、剪力滞效应及滑移效应对单箱双室波形钢腹板-钢底板组合梁力学性能的影响,基于能量变分原理,推导该类组合梁的总挠度、界面滑移量及正应力解析解。以某等截面简支单箱双室波形钢腹板-正交异性钢底板组合梁为背景,通过理论分析、模型试验和有限元计算相结合的方法,分析考虑滑移效应的组合梁关键截面总挠度、界面滑移量及混凝土顶板横向正应力。结果表明:在集中荷载作用下,组合梁的总挠度、界面滑移量和横向正应力的解析解与实测值及有限元解吻合良好;由于附加弯矩的存在,剪切变形及界面滑移效应对组合梁总挠度的影响均不能忽略;组合梁的总挠度和界面滑移量随剪力钉抗剪刚度的增大不断减小,但减小的趋势逐渐放缓。施工设计时,可将剪力钉的抗剪刚度控制在挠度变化趋于平缓的范围内。 展开更多
关键词 波形钢腹板-钢底板组合梁 滑移效应 变分原理 界面滑移量 挠度 理论分析 模型试验 有限元法
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Double pull specimen more suitable for measuring bond-slip relationship of FRP-to-concrete interface 被引量:1
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作者 杨奇飞 陆小华 熊光晶 《Journal of Central South University》 SCIE EI CAS 2010年第2期400-405,共6页
A new "conceptual" design named "double pull" specimen was proposed in order to measure the bond-slip(δ-τ) relationship of fiber reinforced polymer(FRP)-to-concrete interface more accurately.A fi... A new "conceptual" design named "double pull" specimen was proposed in order to measure the bond-slip(δ-τ) relationship of fiber reinforced polymer(FRP)-to-concrete interface more accurately.A finite element analysis(FEA) was performed for preliminarily evaluating the suitability of the proposed conceptual double pull specimen.Through the FEA,it was indicated that the FRP-to-concrete interface of the proposed conceptual specimen might subject to a much higher load level than that of the most commonly used simple shear specimen,showing a great potential for measuring δ-τ relationship more accurately.In the light of the conceptual specimen,a kind of "practical" double pull specimen was developed and proved to be more suitable for measuring δ-τ relationship through an exploratory experimental study with 20 specimens.Consequently,an experimental program with 10 double pull specimens was performed for measuring the ultimate slip δu which was difficult to capture by using the existing specimens.It is shown that the range of δu is 0.31-0.52 mm based on the test results.The suggestion for improving the measure method is also put forward. 展开更多
关键词 fiber reinforced polymer (FRP) concrete BOND-SLIP ultimate slip double pull specimen EXTENSOMETER
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