首页> 外文学位 >THE PROCESSING, MECHANICAL PROPERTIES AND MICROFRACTOGRAPHY OF POLYMER CONCRETE COMPOSITE MATERIAL.
【24h】

THE PROCESSING, MECHANICAL PROPERTIES AND MICROFRACTOGRAPHY OF POLYMER CONCRETE COMPOSITE MATERIAL.

机译:聚合物混凝土复合材料的加工,力学性能和显微形貌。

获取原文
获取原文并翻译 | 示例

摘要

he mechanical properties of methyl methacrylate (MMA) based polymer concrete (PC) were studied by means of various mechanical tests and microscopic observation. It was found that the casting and curing process is one of the most important factors influencing the strength of PC.;Tension-tension fluctuating fatigue tests were performed to determine the behavior of PC under repeated loading. In fatigue tests with a maximum tension less than 50% of the ultimate tensile strength, failure did not occur even after ;Various microscopes were used to characterize the cracking behavior and fracture surface of PC. The cracking pattern of PC is noticeably different from that of regular portland cement concrete. In PC, many cracks in the matrix pass through the aggregate particles, while cracks in regular concrete tend to go around the aggregate particles. The difference in behavior is owing to the much tighter bonding between the aggregates and binder in the PC than in regular concrete. Low-stress (high cycle) fatigue fracture surfaces of matrix phase were smoother than high-stress (low cycle) surfaces due to the merging of new cracks instead of propagation. (Abstract shortened with permission of author.).;Since the compressive strength of PC gives a general indication of its overall quality, and since PC materials are likely to be utilized mainly as compressive members, the present work gave prominent emphasis to the performance and evaluation of compression tests. It was found that the compressive strength is directly proportional to the logarithm of loading rate, corresponding to the equation
机译:通过各种力学试验和微观观察研究了甲基丙烯酸甲酯(MMA)基聚合物混凝土(PC)的力学性能。结果表明,铸造和固化工艺是影响PC强度的最重要因素之一。进行了张力-张力波动疲劳试验,确定PC在反复加载下的性能。在最大拉伸强度小于极限抗拉强度的50%的疲劳试验中,甚至在使用后也没有发生破坏;使用各种显微镜来表征PC的开裂行为和断裂表面。 PC的开裂模式与普通硅酸盐水泥混凝土明显不同。在PC中,基质中的许多裂缝都穿过集料颗粒,而普通混凝土中的裂缝往往会围绕集料颗粒。行为上的差异是由于PC中的集料和粘合剂之间的粘结比常规混凝土中的粘结更紧密。由于新裂纹的合并而不是扩展,基体相的低应力(高循环)疲劳断裂表面比高应力(低循环)疲劳表面更光滑。 (摘要经作者许可缩短。);由于PC的抗压强度总体上表明了PC的整体质量,并且由于PC材料很可能主要用作抗压构件,因此本工作着重强调了PC的性能和可靠性。压缩测试评估。发现抗压强度与加载速率的对数成正比,对应于

著录项

  • 作者

    KIM, KISOO.;

  • 作者单位

    University of California, Santa Barbara.;

  • 授予单位 University of California, Santa Barbara.;
  • 学科 Engineering Materials Science.;Engineering Civil.
  • 学位 Ph.D.
  • 年度 1986
  • 页码 234 p.
  • 总页数 234
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号