ตัวกรองผลการค้นหา
Jacking Equipment
แปลว่า(Concrete Engineering) In prestress concrete, the device used to stress the tendons.
Bending Strength
แปลว่า(english) Upper limit of normal stress of a beam at which fracture or excessive plastic deformation occurs.
compressive stress parallel to gain
แปลว่าหน่วยแรงอัดในแนวขนานเสี้ยน
Stiffness:
แปลว่า(english) This is a general term which may be applied to materials or structures. When a force is applied to a structure, there is a displacement in the direction of the force; stiffness is the ratio of the force divided by the displacement. High stiffness means that a large force produces a small displacement. When discussing the stiffness of a material, the concept is the same, except that stress substitutes for force, and strain substitutes for displacement; see modulus of elasticity.
compressive stress parallel to grain
internal stress resultant
แปลว่าหน่วยแรงรับภายใน
Modulus of elasticity:
แปลว่า(english) The proportional constant between stress and strain for material with linear elastic behavior: calculated as stress divided by strain. Modulus of elasticity can be interpreted as the slope of the stress-strain graph. It is usually denoted as E, sometimes known as Young's Modulus Y, or E-Modulus.
put emphasis / stress / weight on
แปลว่าย้ำเน้น, เน้น
The stress keeps building up lately
แปลว่าหมู่นี้ฉันเครียดขึ้นเรื่อย ๆ
Strength:
แปลว่า(english) A very general term that may be applied to a material or a structure. In a material, strength refers to a level of stress at which there is a significant change in the state of the material, e.g., yielding or rupture. In a structure, strength refers to a level of level of loading which produces a significant change in the state of the structure, e.g., inelastic deformations, buckling, or collapse.
Yield strain:
แปลว่า(english) A material deformed beyond its yield strain, no longer exhibits linear elastic behavior. See yield stress.
Linear Elastic:
แปลว่า(english) A force-displacement relationship which is both linear and elastic. For a structure, this means the deformation is proportional to the loading, and deformations disappear on unloading. For a material, the concept is the same except strain substitutes for deformation, and stress substitutes for load.