岩石力学与工程学报
巖石力學與工程學報
암석역학여공정학보
CHINESE JOURNAL OF ROCK MECHANICS AND ENGINEERING
2014年
12期
2517-2523
,共7页
张绪涛%张强勇%袁圣渤%王超%高强
張緒濤%張彊勇%袁聖渤%王超%高彊
장서도%장강용%원골발%왕초%고강
岩石力学%轴向对中装置%直接拉伸试验%抗拉强度%拉应力-应变曲线
巖石力學%軸嚮對中裝置%直接拉伸試驗%抗拉彊度%拉應力-應變麯線
암석역학%축향대중장치%직접랍신시험%항랍강도%랍응력-응변곡선
rock mechanics%axial positing device%direct tension test%tensile strength%tensile stress-strain curve
针对目前已有岩石直接拉伸试验装置的不足,研制轴向对中装置包括黏接对中装置和拉伸对中装置,两套对中装置可分别消除岩石试件黏接过程中的偏心和拉伸过程中的偏心,保证试件处于轴心受拉的状态。使用轴向对中装置和万能试验机,采用标准岩石试件进行直接拉伸试验,测试砂岩、灰岩和花岗岩的抗拉强度、极限拉应变和拉伸弹性模量,并给出拉应力–应变曲线。直接拉伸试验结果表明:岩石试件的拉断破坏面大都出现在试件中部;绝大部分岩石试件为脆性拉断破坏;岩石内部的裂隙对其抗拉性能影响很大,为了能精确测试岩石的抗拉强度指标,试验前应对试件进行严格的筛选。
針對目前已有巖石直接拉伸試驗裝置的不足,研製軸嚮對中裝置包括黏接對中裝置和拉伸對中裝置,兩套對中裝置可分彆消除巖石試件黏接過程中的偏心和拉伸過程中的偏心,保證試件處于軸心受拉的狀態。使用軸嚮對中裝置和萬能試驗機,採用標準巖石試件進行直接拉伸試驗,測試砂巖、灰巖和花崗巖的抗拉彊度、極限拉應變和拉伸彈性模量,併給齣拉應力–應變麯線。直接拉伸試驗結果錶明:巖石試件的拉斷破壞麵大都齣現在試件中部;絕大部分巖石試件為脆性拉斷破壞;巖石內部的裂隙對其抗拉性能影響很大,為瞭能精確測試巖石的抗拉彊度指標,試驗前應對試件進行嚴格的篩選。
침대목전이유암석직접랍신시험장치적불족,연제축향대중장치포괄점접대중장치화랍신대중장치,량투대중장치가분별소제암석시건점접과정중적편심화랍신과정중적편심,보증시건처우축심수랍적상태。사용축향대중장치화만능시험궤,채용표준암석시건진행직접랍신시험,측시사암、회암화화강암적항랍강도、겁한랍응변화랍신탄성모량,병급출랍응력–응변곡선。직접랍신시험결과표명:암석시건적랍단파배면대도출현재시건중부;절대부분암석시건위취성랍단파배;암석내부적렬극대기항랍성능영향흔대,위료능정학측시암석적항랍강도지표,시험전응대시건진행엄격적사선。
To overcome the deficiency of existing direct tension test device,axial positioning devices were developed,including an axial positioning device for bonding and an axial positioning device for tension. The two sets of axial positioning devices eliminated the bonding eccentricity and the tensile eccentricity respectively, ensuring that rock specimen be pulled in uniaxial tension state. The direct tension tests of rocks were then carried out using the axial positioning devices and the universal testing machine. The tensile strength,the ultimate tensile strain and the tensile elastic modulus of sandstone,limestone and granite were measured. In the direct tensile test, the standard rock specimen was used. The tensile stress-strain curves of these rocks were obtained. The failure surfaces of rock specimen were found to appear at the middle of specimen mostly. The most of the rock specimens displayed the mode of brittle failure. The fractures of rock influenced greatly the tensile properties of rock. In order to measure the tensile strength of rock accurately,the rock specimen should be selected strictly before testing.