CAJ | 학술논문

为了解槽形梁静力行为,进行了一片预制预应力混凝土槽形梁的模型试验,分别考虑跨中最大弯矩及梁端最大剪力两种荷载工况对试验模型进行加载,测试了试验模型的控制断面的应力、变形.并采用非线性有限元分析方法对槽形梁的力学特性进行了研究.试验和研究得到了如下结论:该槽形梁的剪力滞效应较为突出,具有明显的开口薄壁杆件特征,底板的空间板效应明显,在设计荷载作用下结构处于线弹性状态,具有一定的安全储备.
위료해조형량정역행위,진행료일편예제예응력혼응토조형량적모형시험,분별고필과중최대만구급량단최대전력량충하재공황대시험모형진행가재,측시료시험모형적공제단면적응력、변형.병채용비선성유한원분석방법대조형량적역학특성진행료연구.시험화연구득도료여하결론:해조형량적전력체효응교위돌출,구유명현적개구박벽간건특정,저판적공간판효응명현,재설계하재작용하결구처우선탄성상태,구유일정적안전저비.
@@@@In order to investigate the static behavior of channel beam,this paper made a model test for a channel shape precast prestressed concrete beam, which is loaded by considering two different engineering conditions of the maximum bending moment at the middle span and the maximum shear at the beam end respectively,obtained the stress and deformation for control section of test model,and studied the mechanical property of channel beam through adopting the nonlinear finite element analysis. The results showed that shear lag effect of the channel beam which has the feature of open thin-walled member is prominent as well as space plate effect of the backplane,and the structure of channel beam is in linear elastic state under the design loads and has certain security reserve.