{"title":"人工轻骨料混凝土梁抗弯抗剪性能的基础研究","authors":"S. Nishibayashi, Kazuo Kobayashi, Y. Yoshioka","doi":"10.2208/JSCEJ1949.1968.155_53","DOIUrl":null,"url":null,"abstract":"( 1 ) Test specimens Fourteen beams were fabricated. All beams are of 10 •~ 20 cm section and 150 cm long as shown in Fig. 1. Round bar of dia. 6 mm is used as stirrups. As the longitudinal reinforcement two round bars or deformed bars are used in the tension side and two round bars of dia. 9 mm in the compression side, also as shown in Fig. 1 and in Table 1. Beams of series L and N are made of lightweight concrete and normal weight concrete, respectively. ( a )","PeriodicalId":381391,"journal":{"name":"Transactions of the Japan Society of Civil Engineers","volume":"10 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"1968-07-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"2","resultStr":"{\"title\":\"THE FUNDAMENTAL STUDIES ON THE FLEXURAL AND SHEARING PROPERTIES OF CONCRETE BEAMS WITH ARTIFICIAL LIGHTWEIGHT AGGREGATE\",\"authors\":\"S. Nishibayashi, Kazuo Kobayashi, Y. Yoshioka\",\"doi\":\"10.2208/JSCEJ1949.1968.155_53\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"( 1 ) Test specimens Fourteen beams were fabricated. All beams are of 10 •~ 20 cm section and 150 cm long as shown in Fig. 1. Round bar of dia. 6 mm is used as stirrups. As the longitudinal reinforcement two round bars or deformed bars are used in the tension side and two round bars of dia. 9 mm in the compression side, also as shown in Fig. 1 and in Table 1. Beams of series L and N are made of lightweight concrete and normal weight concrete, respectively. ( a )\",\"PeriodicalId\":381391,\"journal\":{\"name\":\"Transactions of the Japan Society of Civil Engineers\",\"volume\":\"10 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"1968-07-20\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"2\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Transactions of the Japan Society of Civil Engineers\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.2208/JSCEJ1949.1968.155_53\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Transactions of the Japan Society of Civil Engineers","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.2208/JSCEJ1949.1968.155_53","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
THE FUNDAMENTAL STUDIES ON THE FLEXURAL AND SHEARING PROPERTIES OF CONCRETE BEAMS WITH ARTIFICIAL LIGHTWEIGHT AGGREGATE
( 1 ) Test specimens Fourteen beams were fabricated. All beams are of 10 •~ 20 cm section and 150 cm long as shown in Fig. 1. Round bar of dia. 6 mm is used as stirrups. As the longitudinal reinforcement two round bars or deformed bars are used in the tension side and two round bars of dia. 9 mm in the compression side, also as shown in Fig. 1 and in Table 1. Beams of series L and N are made of lightweight concrete and normal weight concrete, respectively. ( a )
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