考虑支点摩擦的压实黏土ASCB试样Ⅰ-Ⅱ复合型断裂特性研究OA
Mixed-mode Ⅰ-Ⅱ fracture characteristics of ASCB compacted clay samples considering the effect of fulcrum friction
为探究支点摩擦对压实黏土非对称半圆弯曲(ASCB)试样Ⅰ-Ⅱ复合型断裂特性的影响,采用ABAQUS有限元软件研究无量纲裂缝长度a/R、支点间距S2/R,支点摩擦系数f对无量纲强度因子YⅠ、YⅡ以及无量纲T应力T*的影响,并结合压实黏土三点弯曲试验,探究支点摩擦对断裂韧度的影响.结果表明:在非纯Ⅱ型加载时,随着f的增加,YⅠ、YⅡ、T*均存在一定程度的降低;在纯Ⅱ型加载时,随着f的增加,由于应力集中,导致裂缝尖端应力状态改变,由纯Ⅱ型加载转变为Ⅰ-Ⅱ复合型加载;结合三点弯曲试验发现,考虑支点摩擦时,采用传统应力强度因子会过高估算断裂韧度值.因此,在压实黏土三点弯曲断裂试验中使用固定支座时,需基于摩擦修正后的无量纲参数计算断裂韧度.
To investigate the influence of support friction on the mixed-mode Ⅰ-Ⅱ fracture character-istics of compacted clay using asymmetric semi-circular bending(ASCB)specimens,the ABAQUS finite element software was employed to study the effects of dimensionless crack length(a/R),sup-port span ratio(S2/R),and support friction coefficient(f)on the dimensionless stress intensity factors YⅠ and YⅡ and the dimensionless T-stress(T*).In addition,three-point bending tests were con-ducted on compacted clay to examine the effect of support friction on fracture toughness.The results indicate that under non-pure mode-Ⅱ loading,YⅠ,YⅡ,and T* exhibit a certain degree of reduction with increasing f.Under pure mode-Ⅱ loading,increased f induces stress concentration,altering the stress state at the crack tip and resulting in a transition from pure mode-Ⅱ to mixed-mode Ⅰ-Ⅱ load-ing.The three-point bending tests revealed that when support friction is considered,the use of tradi-tional stress intensity factors results in an overestimation of fracture toughness values.Therefore,when employing fixed supports in three-point bending fracture tests on compacted clay,fracture tough-ness must be calculated based on dimensionless parameters corrected for friction.
李玉桥;李旭东;刘忠;陈芳;马路寒;李小磊;江秀兰
重庆交通大学 河海学院,重庆 400074||重庆市水利电力建筑勘测设计研究院有限公司,重庆 401120重庆交通大学 河海学院,重庆 400074黄河水利委员会黄河水利科学研究院,河南 郑州 450003重庆市潼南区水利局,重庆 402660武汉中隧轨道交通工程技术有限公司,湖北 武汉 430080重庆市水利电力建筑勘测设计研究院有限公司,重庆 401120重庆市水利电力建筑勘测设计研究院有限公司,重庆 401120
建筑与水利
支点摩擦Ⅰ-Ⅱ复合型半圆弯曲ABAQUS
fulcrum frictionmixed mode Ⅰ-Ⅱsemi-circular bendingABAQUS
《地震工程学报》 2026 (4)
828-835,8
国家重点研发计划资助(2024YFC3211202)国家自然科学基金资助项目(52109113)水利部堤防安全与病害防治工程技术研究中心开放课题基金资助项目(LSDP202101)重庆市水利科技项目(CQSLK-2022015)
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