以四點彎曲試驗量測不同溫度作用下砂岩複合型斷裂韌度之研究

Chein Lee Wang, Yu Yuan Chang, Biing Rur Shih, Chun Chih Kuo

研究成果: Article同行評審

摘要

This study proposes a single edge-cracked bending specimen under four-point bending configuration to measure the mixed-mode fracture toughness of rocks. The testing materials are sandstones. This study arranges the experimental setups of four-point bending tests for measurements of modes I + II fracture toughness. There are five different loading conditions for the mode I + II fracture toughness. These loading conditions are one mode I, three different modes I + II and one mode II. This study considers three thermal conditions: 25°C, 300°C, and 600°C. Mixed Modes fracture toughness for I + II are calculated. One observes that the mode I + II fracture toughnesses in 25°C condition are much higher than those in 300°C and 600°C conditions. Therefore, this study effectively utilizes a simple four-pointbending test to measure the mixed-mode fracture toughness of sandstones.

貢獻的翻譯標題A Study of the Measurement of Mixed Mode Fracture Toughness of Sandstones Under Various Thermal Conditions by Four-Point Bending Experiments
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頁(從 - 到)623-633
頁數11
期刊Journal of the Chinese Institute of Civil and Hydraulic Engineering
31
發行號7
DOIs
出版狀態Published - 2019 11月 1

All Science Journal Classification (ASJC) codes

  • 土木與結構工程

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