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The Mechanical Characteristics and Damage Model of Helan Mountain Rock based on Acoustic Emission
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作者 YANG Youzhen ZHAO Yishen +5 位作者 MA Hailong CHEN Wenwu FENG Haiyan JIN Menghua LIN Qingqing MA Wenguo 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2021年第6期845-864,共20页
With the risk of disappearing for the rock paintings considering long-term exposure in Helan Mountain,the freeze-thaw(F-T)cycling experiments were carried out with 12-hour F-T cycling(0,10,20,30,and 40 F-T cycles)unde... With the risk of disappearing for the rock paintings considering long-term exposure in Helan Mountain,the freeze-thaw(F-T)cycling experiments were carried out with 12-hour F-T cycling(0,10,20,30,and 40 F-T cycles)under five kinds of confining pressures(5,10,20,30,and 40 MPa).The acoustic emission(AE)detect technology was used to reveal the rock fracturing characteristics during the triaxial compression test whole process.The stress-strain relation changes along with different confining pressures and F-T cycles.Peak stress and residual stress changes along with different confining pressures and damages,and the variation of axial stress-AE ringing counts-time changes along with different confining pressures and F-T cycles.The damage variable with AE parameter under F-T and force coupling was defined for the first time,and the damages model was established.The experimental results show that the F-T cycles lead to the decrease of rock strength and the gradual transformation of compression failure mode from brittleness to plasticity.The confining pressure provides a certain ability to resist deformation and inhibit crack growth for rock samples after F-T cycles.The temporal and spatial evolution law of AE counts well corresponds to the loading and failure process of the rock samples.The AE 3D positioning technology can accurately capture the development position and direction of internal cracks and pores of rock,and the failure form is conical shear failure.The established damage model has a better fittingness between the theoretical calculation results and the test results,and is reasonable to be used in the future for protection of Helan Mountain rock painting. 展开更多
关键词 helan mountain rock freeze-thaw(F-T) acoustic emission(AE) damage model
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考虑黏结滑移与剪切效应的不均匀冻融损伤RC剪力墙数值模型
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作者 荣先亮 卢博辽 +3 位作者 张琦玉 黄炜元 郑山锁 张艺欣 《湖南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2023年第9期56-68,共13页
为了合理评估严寒环境下在役钢筋混凝土(RC)剪力墙的抗震性能,采用相对动弹性模量为冻融损伤系数,结合修正Petersen模型构建了不均匀冻融损伤模型;基于经过准确性验证的既有公式建立了完好RC剪力墙剪切恢复力模型,进而通过分析冻融损伤R... 为了合理评估严寒环境下在役钢筋混凝土(RC)剪力墙的抗震性能,采用相对动弹性模量为冻融损伤系数,结合修正Petersen模型构建了不均匀冻融损伤模型;基于经过准确性验证的既有公式建立了完好RC剪力墙剪切恢复力模型,进而通过分析冻融损伤RC剪力墙实测剪应变和剪力受参数影响的变化趋势,采用多参数回归建立了冻融损伤RC剪力墙剪切恢复力模型;基于既有材性实测数据建立了不均匀冻融损伤黏结强度模型,同时结合既有钢筋黏结滑移模型通过理论推导建立了不均匀冻融损伤纵筋滑移模型;结合所建立的不均匀冻融损伤模型、冻融损伤剪切滞回模型、冻融损伤不均匀的黏结强度-滑移模型,提出了冻融损伤剪力墙构件数值模型.最后采用8个不同参数冻融损伤RC剪力墙的拟静力实测数据对本文所提的数值模型的准确性进行了验证.结果表明:本文建立的数值模型可较准确地模拟冻融损伤RC剪力墙低周往复下的力-变形关系,可用于冻融环境下RC剪力墙的抗震性能评估. 展开更多
关键词 RC剪力墙 不均匀冻融损伤模型 剪切恢复力模型 不均匀冻融损伤黏结滑移模型 OPENSEES 钢筋混凝土
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