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Behavior, design and testing of anchors in cracked concrete
Reinforced concrete structures will generally be cracked under service load due to tensile stresses caused by loads or by the restraint of imposed deformations. Therefore, in general, the design of anchors should be based on the assumption that the concrete is cracked.
Behavior, design and testing of anchors in cracked concrete
Reinforced concrete structures will generally be cracked under service load due to tensile stresses caused by loads or by the restraint of imposed deformations. Therefore, in general, the design of anchors should be based on the assumption that the concrete is cracked.
Behavior, design and testing of anchors in cracked concrete
Eligehausen, Rolf (author) / Universität Stuttgart (host institution)
1991
Miscellaneous
Electronic Resource
English
DDC:
624