MARC

 008030324s2002        ulka                    000      kor
■020    ▼a89-89536-11-1
■0801  ▼a621.01
■082    ▼a620.112▼b장75ㅊ▼223
■090    ▼a620.112▼b장75ㅊ
■1000  ▼a장득열,  조석수,  이경봉
■24510▼a최신  재료역학(개정판)▼d장득열,  조석수,  이경봉  공저.
■250    ▼a2판
■260    ▼a서울▼b도서출판  명원▼c2002
■300    ▼a431p.▼b삽도▼c26cm
■505    ▼a1장  서론▼a1.1  재료역학(Mechanics  of  Materials)의  개념▼c1▼a1.2  하중(load)의  종류▼c2▼a1.3  탄성(Elasticity)과  소성(Plasticity)▼c3▼a2장  응력과  변형률▼a2.1  응력(Stress)종류▼c5▼a2.2  변형률(Strain)▼c8▼a2.3  후크(Hooke)의  법칙과  탄성계수▼c12▼a2.4  프와송  비(Poisson's  ratio)▼c16▼a2.5  탄성계수  사이의  관계▼c1800▼a2.6  응력-  변형률선도▼c2311▼a2.7  허용응력과  안전율(Allowable  stress  and  safety  factor)▼c2622▼a2.8  응력  집중(Stress  concentration)▼c2933▼a연습문제▼c3544▼a3장  인장,  압축,  전단55▼a3.1  不正定  구조물(Statically  indeterminate  structure)▼c4266▼a3.2  합성재료의  응력▼c4577▼a3.3  봉의  자중에  의한  응력과  변형률▼c4988▼a3.4  열응력(Thermal  stress)▼c5199▼a3.5  탄성에너지(Elastic  strain  energy)▼c5300▼a3.6  충격응력(Impact  stress)▼c5711▼a3.7  얇은  원환  및  원통▼c6122▼a연습문제▼c6933▼a4장  조합응력과  모어의  응력원44▼a4.1  경사  단면에  발생하는  응력▼c7755▼a4.2  평면응력(이축응력)▼c8266▼a4.3  직각  방향의  수직응력과  전단응력의  합성응력▼c8677▼a4.4  모어의  응력원(Mohr's  stress  circle)▼c9188▼a연습문제▼c10099▼a5장  평면도형의  성질00▼a5.1  단면  일차  모멘트와  도심(First  moment  and  centroid  of  area)▼c10311▼a5.2  단면  2차  모멘트와  단면계수▼c10722▼a5.3  평행축  정리(Prallel  axis  theorem)▼c11233▼a5.4  극관성  모멘트(Polar  moment  of  inertia)▼c11444▼a5.5  상승  모멘트와  주축▼c11655▼a5.6  상승  모멘트에  대한  평행축  정리▼c11766▼a5.7  주축의  결정▼c11977▼a연습문제▼c12388▼a6장  비틀림(Torsion)99▼a6.1  원형축의  비틀림(Torsion  of  circular  shaft)▼c12600▼a6.2  동력축(Power  shaft)▼c13111▼a6.3  비틀림  탄성에너지▼c13422▼a6.4  코일  스프링(Coilspring)▼c13633▼a연습문제▼c14344▼a7장  보의  전단과  굽힘55▼a7.1  보의  종류와  하중▼c14766▼a7.2  전단력과  굽힘  모멘트▼c15177▼a7.3  전단력선도와  굽힘모멘트  선도▼c15488▼a연습문제▼c18099▼a8장  보  속의  응력00▼a8.1  보  속의  굽힘응력(Bending  stress  in  beam)▼c18511▼a8.2  경제적인  보의  설계▼c19022▼a8.3  보  속의  전단응력(Shearing  stress  in  beam)▼c19533▼a8.4  보  속의  주응력(Principal  stress  in  beam)▼c20344▼a8.5  굽힘과  비틀림으로  인한  조합응력▼c20655▼a연습문제▼c21466▼a9장  보의  처짐(Deflection  of  beam)77▼a9.1  탄성곡선의  미분방정식▼c21988▼a9.2  면적  모멘트법(Moment  area  method)▼c23699▼a9.3  중첩법(Method  of  superposition)▼c24300▼a연습문제▼c25011▼a10장  부정정보22▼a10.1  부정정보와  과잉구속▼c25333▼a10.2  일단고정  타단지지보▼c25444▼a10.3  양단고정보(Fixed  beam)▼c26255▼a10.4  연속보(Continuous  beams)▼c26866▼a10.5  3모멘트의  정리(Theorem  of  three  moment)▼c27177▼a연습문제▼c28088▼a11장  특수단면의  보99▼a11.1  균일강도의  보(Beam  of  uniform  strength)▼c28200▼a11.2  겹판  스프링(Leaf  spring)▼c29211▼a연습문제▼c29722▼a12장  기등33▼a12.1  단주의  편심압축▼c29944▼a12.2  장주-오일러의  기둥공식(Euler's  formula)▼c30455▼a12.3  오일러  기둥  공식의  적용범위▼c31266▼a12.4  장주에  대한  실험식▼c31677▼a연습문제▼c32188▼a부록99▼a부록  1.  전년도  기사시험  문제▼c32400▼a부록  2.  평면의  면적과  도심의  위치▼c40811▼a부록  3.  각종  단면도형의  성질▼c41022▼a부록  4.  단위환산표▼c41433▼a부록  5.  중요수치▼c42244▼a부록  6.  공업재료의  선팽창계수▼c42355▼a부록  7.  각종  금속의  강성계수▼c42466▼a부록  8.  각종  금속의  기계적  성질▼c42577▼a부록  9  .  각종  비금속의  기계적  성질▼c42688▼a부록  10.  국제단위제도(SI)▼c42799▼a색인▼c43000
■9500  ▼b￦18000

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