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Experimental investigation on the size effect of tensile and compression behavior of concrete and theoretical modeling of experimental data

机译：混凝土拉伸效应尺寸和压缩性能的试验研究及理论实验数据建模

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Κανός Αργύρης;
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年度 2004
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入库时间 2022-08-20 21:55:45

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1. Experimental investigation and modelling of the temperature effects on the tensile behavior of textile reinforced refractory concretes [J] . Strauss Rambo Dimas Alan, Yao Yiming, Silva Flavio de Andrade, Cement & concrete composites . 2017,第期

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2. Experimental study on shear, tensile, and compression behaviors of composite insulated concrete sandwich wall [J] . Zhang Xiaomeng, Zhang Xueyong, Liu Wenting, Advances in Concrete Construction . 2021,第1期

机译：复合绝缘混凝土三明治墙剪切，拉伸和压缩行为的实验研究
3. Theoretical modeling of the tensile behavior of low-twist staple yarns: Part Ⅱ - theoretical and experimental results [J] . X. Shao, Y. Qiu, Y. Wang The Journal of the Textile Institute. 1, Fibre Science and Textile Technology . 2005,第2期

机译：低捻短纤纱拉伸性能的理论模型：第二部分-理论和实验结果
4. EXPERIMENTAL AND THEORETICAL INVESTIGATIONS OF FLEXURAL BEHAVIOR OF NEW TYPE PRESTRESSED CONCRETE PIPE PILE WITH COMPOUND UNPRESTRESSED REINFORCEMENT [C] . Xin-Ling Wang, Hui Qian, Tong-He Zhou, International symposium on structual engineering;ISSE 11th . 2010

机译：新型预应力复合灌注桩的弯曲行为试验与理论研究。
5. AN EXPERIMENTAL AND THEORETICAL INVESTIGATION OF THE INELASTIC-BEHAVIOR OF REINFORCED CONCRETE MULTISTORY FRAME MODELS SUBJECTED TO SIMULATED SEISMIC LOADS [D] . CHOWDHURY, MD. ASADUL HUQUE. 1974

机译：模拟地震荷载作用下钢筋混凝土多层框架模型弹性力学特性的实验和理论研究
6. Experimental data on the splitting tensile strength of bamboo reinforced lateritic concrete using different culm sizes [O] . Olumoyewa Dotun Atoyebi, Samson O. Odeyemi, Joy A. Orama 2018

机译：不同竹秆尺寸的竹增强红土混凝土劈裂抗拉强度试验数据
7. Mechanical properties of various concrete after high temperature exposure Mechanical property of various types of concrete after high temperature exposure is investigated. Considering compressive strength requirement for a vertical element in high rise building, concrete specimens with various design strengths of 35, 80, 100, and 150 MPa were tested. Particularly, the influence of incorporated steel fiber on fire resistance is of interest in this study. Experimental results show that the fire resistance depends on the design strength and steel fiber content. Normal strength concrete (NSC) of a design strength of 35 MPa or high performance concrete (HPC) of 80-100 MPa does not spall when exposed to 100-400 °C of temperature. However, an explosive spalling occurs at 300 °C when the HPCs contain 1 vol. of steel fiber. Ultra-high performance concrete (UHPC) of a design strength of 150 MPa and 1.5 vol. of steel fiber also shows dramatic spalling at 300 °C. The experimental results found in this study can contribute to a better understanding of the behaviors of HPC and UHPC under fire and the role of steel fiber on the fire resistance. [O] . 2017

机译：研究了高温暴露后各种混凝土高温曝光机械性能各种混凝土的机械性能。考虑到高层建筑中垂直元件的抗压强度要求，测试了35,80,100和150MPa各种设计强度的混凝土试样。特别是，在这项研究中，掺入钢纤维对耐火性的影响。实验结果表明，耐火性取决于设计强度和钢纤维含量。在暴露于100-400°C的温度时，80-100MPa的设计强度为35MPa或高性能混凝土（HPC）的正常强度混凝土（NSC）不会击落。然而，当HPC含有1体积的钢纤维的百分比时，爆炸性剥落发生在300℃。超高性能混凝土（UHPC）的设计强度为150 MPa和1.5 Vol。钢纤维的百分比也显示出300℃的剧烈剥落。本研究中发现的实验结果可以有助于更好地了解在火灾中的HPC和UHPC的行为以及钢纤维对耐火性的作用。
8. Theoretical and Experimental Investigation of Buried Concrete Structures. Volume III. Feasibility Study of Tensile Strain-Rate Sensitivity of Concrete. [R] . smith, j. h. hoitsma, k. h. 1975

机译：埋地混凝土结构的理论与试验研究。第三卷。混凝土拉伸应变率敏感性的可行性研究。

Experimental investigation on the size effect of tensile and compression behavior of concrete and theoretical modeling of experimental data

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