山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2012年
25期
56-57
,共2页
型钢混凝土梁%单调加载%截面优化%有限元
型鋼混凝土樑%單調加載%截麵優化%有限元
형강혼응토량%단조가재%절면우화%유한원
steel reinforced concrete beam%monotonic loading%section optimization%finite element
通过对15个型钢混凝土梁构件（只改变内置型钢上翼缘宽度）的梁中单调加载试验进行有限元模拟,从有限元的计算结果以及理论分析得出,型钢混凝土梁构件内置型钢的上翼缘的宽度与下翼缘之比为0.7～0.8时,对核心区混凝土有高效约束,同时核心区的混凝土对内置型钢翼缘有有效的支撑,并且内置型钢、钢筋和混凝土都能充分发挥其力学性能,即达到最佳经济模式。
通過對15箇型鋼混凝土樑構件（隻改變內置型鋼上翼緣寬度）的樑中單調加載試驗進行有限元模擬,從有限元的計算結果以及理論分析得齣,型鋼混凝土樑構件內置型鋼的上翼緣的寬度與下翼緣之比為0.7～0.8時,對覈心區混凝土有高效約束,同時覈心區的混凝土對內置型鋼翼緣有有效的支撐,併且內置型鋼、鋼觔和混凝土都能充分髮揮其力學性能,即達到最佳經濟模式。
통과대15개형강혼응토량구건（지개변내치형강상익연관도）적량중단조가재시험진행유한원모의,종유한원적계산결과이급이론분석득출,형강혼응토량구건내치형강적상익연적관도여하익연지비위0.7～0.8시,대핵심구혼응토유고효약속,동시핵심구적혼응토대내치형강익연유유효적지탱,병차내치형강、강근화혼응토도능충분발휘기역학성능,즉체도최가경제모식。
Through the finite element simulation on beam monotonic loading test of 15 steel reinforced concrete beams（only changed the built-in steel flange width）,from the finite element computed results and theoretical analysis,gained the top flange width and the bottom flange width ratio of 0.7~0.8 of steel reinforced concrete beam structure built-in steel,to core concrete had an efficient constraint,while the core area concrete to built-in steel flange had effective support,and the built-in steel,reinforcing steel and concrete could all give full play to their mechanical properties,namely to achieve the best economic mode.
