[口头报告]基于分子动力学粗粒化的粘性材料结构与性能模拟:水化硅酸钙案例研究

基于分子动力学粗粒化的粘性材料结构与性能模拟:水化硅酸钙案例研究
编号:179 稿件编号:359 访问权限:仅限参会人 更新:2024-04-30 10:15:50 浏览:468次 口头报告

报告开始:暂无开始时间 (Asia/Shanghai)

报告时间:暂无持续时间

所在会议:[暂无会议] » [暂无会议段]

暂无文件

摘要
Calcium silicate hydrate (C-S-H) gel provides cohesive strength that resists cracking and peeling of concrete. Mechanisms underlying C-S-H cohesion depend on complex molecular behaviors and mesoscale configurations, and remain poorly understood. Herein, bonding and cracking behaviors of C-S-H gel are explored via combining experimental information of decalcified C-S-H into statistical physics framework of aggregating nanograins. It quantifies the significant impact of inter C-S-H grain interaction on mechanical properties of hardened cement paste through experiments for the first time. Inter-grain interaction has little impact on pore structure, and yet determines the energy required for disintegration of grains stacked assembly. Huge gap of tensile properties between single molecular interface and multi-interface dense/porous grains assembly is elaborated, which decreases from a few gigapascals to tens to hundreds of megapascals. Full-range deterioration evolution picture of gel cohesion is constructed, as functions as inter-grain interaction and packing fraction, which gives the cracking threshold that bridges different concrete deterioration behaviors, and reconciles molecular-level characterizations, mesoscale configurations and its engineering applications.
 
关键字
水化硅酸钙,;粗粒化,;粘性材料
报告人
张宇
山东科技大学

稿件作者
张宇 山东科技大学
发表评论
验证码 看不清楚,更换一张
全部评论
提交摘要
注册参会
酒店预订