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煤矸石粉/聚酯纤维沥青混合料盐蚀抗弯性能 被引量:10
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作者 吴金荣 崔善成 +1 位作者 洪荣宝 李飞 《建筑材料学报》 EI CAS CSCD 北大核心 2020年第5期1167-1176,共10页
制备了不同聚酯纤维掺量(0%、0.30%、0.35%、0.40%、0.45%、0.50%)和不同煤矸石粉替代率(0%、25%、50%、75%、100%)的沥青混合料,开展了半圆弯曲断裂(SCB)试验,研究了不同浓度NaCl溶液侵蚀下的煤矸石粉/聚酯纤维沥青混合料抗弯性能的衰... 制备了不同聚酯纤维掺量(0%、0.30%、0.35%、0.40%、0.45%、0.50%)和不同煤矸石粉替代率(0%、25%、50%、75%、100%)的沥青混合料,开展了半圆弯曲断裂(SCB)试验,研究了不同浓度NaCl溶液侵蚀下的煤矸石粉/聚酯纤维沥青混合料抗弯性能的衰变规律.结果表明:沥青混合料的抗弯强度随着NaCl溶液浓度的增加而逐渐降低;掺加适量聚酯纤维和煤矸石粉对沥青混合料的抗弯性能有显著提高,在聚酯纤维掺量为0.4%和煤矸石粉替代率为50%时,沥青混合料的抗侵蚀能力最佳;沥青混合料的极限拉应力与超声波波速具有较好的相关性;可以用侵蚀损伤因子B来评价沥青混合料的抗侵蚀能力,并且随着B的增大,沥青混合料的损伤程度也加重. 展开更多
关键词 沥青混合料 氯盐侵蚀 煤矸石粉 聚酯纤维 半圆弯曲断裂(scb)试验 波速
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Extending application of asymmetric semi-circular bend specimen to investigate mixed mode Ⅰ/Ⅱ fracture behavior of granite 被引量:7
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作者 WU Qiu-hong XIE Cheng-long +4 位作者 XIE You-sheng ZHAO Yan-lin LI Xue-feng LIU Jie WENG Lei 《Journal of Central South University》 SCIE EI CAS CSCD 2022年第4期1289-1304,共16页
The asymmetric semi-circular bend(ASCB)specimen has been proposed to investigate the cracking behavior in different geo and construction materials and attracted the attention of researchers due to its advantages.Howev... The asymmetric semi-circular bend(ASCB)specimen has been proposed to investigate the cracking behavior in different geo and construction materials and attracted the attention of researchers due to its advantages.However,there are few studies on the fracture toughness determination of rock materials.In this work,a series of fracture tests were performed with the ASCB specimens made of granite.The onset of fracture,crack initiation angle and crack propagating trajectory was analyzed in detail combined with several mixed mode fracture criteria.The influence of the crack length on the mode Ⅰ/Ⅱ fracture toughness was studied.A comparison between the fracture toughness ratios predicted by varying criteria and experimental results was conducted.The relationship between experimentally determined crack initiation angles and curves of the generalized maximum tangential stress(GMTS)criterion was obtained.The fracture process of the specimen was recorded with the high-speed camera.The shortcomings of the ASCB specimens for the fracture toughness determination of rock materials were discussed.The results may provide a reference for analysis of mixed mode I and II fracture behavior of brittle materials. 展开更多
关键词 asymmetric semi-circular bend specimen rock fracture toughness crack growth trajectory crack initiation angle semi-circular bending generalized maximum tangential stress criterion
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